Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PE-1188A-78
OW— 03 — lc/ Z i4 e Cv_it if n 4 I r°'t eC�t, i , e9--a1 - 9A- CJ Ro. Ruo Dvmodw.ae Pi- An " I /At LIat4 0 .- 2(.9 g0. Aso ✓aAnt4t PLANS AcssO Sintif O F De' vcrwh'j c e ins set - 'hags ft i ok r w rU4 03 -9 - is ?p A.4o t)e,.4 #4 seC i',.....-Is ia- , rr (4 4-14 e r & - " ( a- -e Z r e „ o r s a D og,4.1 rMe c Pc_ w e e 3 o ca Cv-A-64-- 1- / — 9 Z e., d,nn tme -Mitt 1 Sticr) 1/4/ ray 0 e o 4_ - 9 2 -P- p D Hod 9 D2A 1 N r 1' Ern, S I,L e. , r! Ct 144 . 4 - og - fl. g n c c9 OciA')n 4- c % 'i- 4- 0 ,vr- (.4) 1)-4 4 - rr / - it 20 4 Da-kin �cr- PL,M�.s 4 i ,-t Co 1}-t�- - p 0,40 0 ? -ac Pk_* B a un- l (l �t b 4 '3 _ L ---2: - 91 � 20 . O ' �1.F1f an �E. 1 G 4 f c D P1.41-+4 '-M G . gar? CO w'1 CAA' —2— 8_ 9'2 0 )2 s- a e (t si ik es — / „..L -1' - - y 4 :q, _ I " 1 q 3-- y PPi- 2 o J-' 1).....,,,�iE: LI.4 44--5 e ,,- f 11�a ei.t k7' T S - I --q 2- ea 4-- + P "'(p- /-r-c. w 6 4 -9 L d- ree+►e-- 1 ° (a_ (3›-ur LOP 1 6-0-97,-- 200 P4,ne.5 f - R,n-b..s t- POQo LA) tA 4 6 -a-1 5 l Ay-,-.6 Cev i Date to Review Date Received 8 - 9i Project Name SITE ADDRESS Sponsor's Name Address Water Sewer School Date Submitted BLDG. PERMIT # - or - FILE # � �i', // 1/4 Time Engineer / Surveyor's / Architect's Description Q A / .a agar Contact person FLOOD ZONE Yes _ No No. Lots No. Acres a9 / PARCEL# 3 5*(0 e7/3- / s - t - r Phone # %ral) _n /Q(/ Work # Date conditions mailed Phone # Name Address Planning Contact Person Phone # Initials A STATISTICS DATE Plat Check Fee d.r .e - ± Fr— -5 Z -.7 -- 5' _ Z. ��" Number of Lots / 3 Road Miles (New) sbilryie") Total Area S .2 A: MAP North Arrow r A Scale ` p v Legend Le g 11 _ ► - • • a . _ !d ;grill. - 47 - 10 L? -!. Procedures & Equipment ca ,efT Basis of Bearings G Ler Plat Location By Title Official Signature Blocks • 1 U » \ - _ o a _ Surveyors Certificate A Road Names Road Widths Adjacent Area cA_ Lot & Block Numbers or R/W Dedication designated N/A- 10. / 1 Foot Strips 3 RPS on GLO Corners o A- Tract X Ni A " ok. Lot Areas Bench Mark Closure DEDICATION Description (To Map) liR Description (To Cert) Owners 1(. \ S Ac OR r - 9 Certificate to Plat //,:-/-0"="1/ 5 - 17 - 3 1 Foot Strips - cce.�C: RID - CPR Statement c1i- V Niar 1,2-- Arress Prohibited R/W Dedication Drainage Language c N , Food Insurance Stormwater Management W Private Road Doc. #'s Private Road Warning � A- Road Plans N Bond N ee n R&DOCG -p '`h(} 1 U J. / _ Signed By Engineer PLAT NAME ? I Dlbs pP, cg A jot NO. cD mil ��[S 1 '' S (2c ON) N ( Ia , sr}'stiu k/j/f/platlist.ck r jk a k 1 » C(J7J!U \ <I . )) (; PUBLIC WORKS DEPARTMENT 1 OFFICE OF Lt COUNTY ENGINEER 4:ilp G1 g .�;�i? # "! �n''i,,, i.: RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 AG R E E M E NT P0 PAY F EE S Agreement Number' 7 This agreement between Spokane County and LOGE, -IE F, cte - Area r whose interest in the project is &,v�,n>ae( this day of A v , is entered into applicable to the project known 4s: 19 �� This agreement is F`�AGC #Do. 5 That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. Reimburse Spokane County for project review and inspection fees as specified in Board of County Commissioner's Resolution 80 -1592 attachment C, as amended. The fees will be based on actual salary costs incurred by Spokane County for project reviews and / or inspections plus a ten percent administrative charge, and will be billed monthly as accrued. 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. The monthly billing should be sent to the attention of: E1Z Nc F. Fis N�/L,Pc- N * enlNgy 1?1J mils c9occa4aMc ua 990z7 y7.7-- el-0 I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. Public Works Building / North 811 Jefferson S reel / Spokane. Washington 99260 -0170 (509) 456- ;',600 SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER File No.PE- 1188 -78 ZE -58 -79 A. INTRODUCTION This matter having come before the Examiner Committee on August 28, 1980, and the members of the Committee present being Ted McCoury Chairperson, John Culler and Paul Sceva. B. PROPOSAL The sponsor, Wes Crosby, is requesting approval of an Extension of Time and Zone Change, PE- 1188 -78, Pace Addition and ZE- 58 -78, Agricultural To Single Family Residential for subdivision of 6.8 acres into 17 lots for single family dwellings and there being present, the following applicant or representative: C. FINDINGS OF FACT MIKE PHILLIPPS 1. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied wish. 2. That the proper legal requirements for advertisement of the Agenda Item have been fulfilled. 3. That the owners of adjacent lands expressed neither approval nor dis- approval of the proposed Extension of Time. 4. The following are additional findings of fact considered by the Hearing Examiner Committee: a) That the sponsor has made reasonable progress on the Preliminary Plat and a Time Extension is warranted. 1 D. SPECIAL CONDITIONS OR CONTIGENCIES APPLICABLE TO THIS EXTENSION OF TIME APPROVAL: PLANNING DEPARTMENT 1. Those conditions already attached to the preliminary plat of record. 2. That the project sponsor is responsible for requesting a time extension to review any preliminary plat approval. All extensions applied for may subject the project sponsor to new conditions required by Reviewing Agencies. 3. That a time extension be granted to September 1, 1981. UTILITIES: (1) On -site sewage systems be allowed under the rules and regulations of the Spokane County Health District and subject to specific application approval and issuance of permits by the Health Officer. (2) The owner, his heirs and successors shall agree not to protest legal assessments for any utility local improvement district to provide central sewerage service to this property. (3) Water service shall be provided by Trentwood Irrigation in accordance with the Coordinated Water System Plan for Spokane County. E. ORDER Wile No.PE - 1188 -78 ZE -58 -79 The Hearing Examiner Committee, pursuant to the aforementioned, finds that the application of Wes Crosby for an Extension of Time, PE- 1188 -78 and Zone Change as described in the application should be approved. Motion by: Culler Seconded by: Sceva Vole: Unanimous to approve ATTEST: WALLIS D. HUBBARD Planning irector By: Date: /./ ', -,sj /yam 3 . 'e No. PE 1188 -78 ZE -58 -79 HEARING EXAMINER COMMITTEE "TMD=:;CS - April ?F, 1 97E PL- 1188 -78 - Pace Addition: .Myers 5c -78 - Agriculturai to Single Family Residential PRELIYTNARY SUlDIVISION AND ZONE RECLASSIFICATIC ` i Staff findings regarding PE- 1188 -78, Pace Addition: T. Ii. I HERAL INFORMATION Location - 5 - Pace Addition is located in the north central area of the Spokane Valley north of Wellesley, and west of narr.en Road. Proposal The applicant proposes to subdivide about 8 /'0 acres into 70 lots all for single family dwellings. The preliminary plat would create a proposal with a density of about 3 units per acre with a typical lot size of 1 0,00C snuare feet per lot. C. Relationship to the Comprehensive Plan Pace Addition is situated within an area that has been designated suit- able for residential development by the approved map of the Comprehensive Plan. Within that Comprehensive Plan however, no densities have as yet been indicated. D. Existirg Land Uses The site is presently vacant with no significant topographic features being evident. The properties that abut this proposal on the east. south and west are primarily of the larger lot rural category with a lot size of 1 acre and larger being evident. Located to the north of this preliminary plat however, is the Curry Addition. A final plat with lot sizes and uses very similar to the present proposal now before the Planning Commission. E. Compatibility with Existing Land Uses The staff finds this preliminary plat to be compatible with the existing development in the area and secondly finds the proposal to be compati':le with recent Planning Commission decisions in the area. SPECIAL INFOP.LLATION A. Circulation The Engineer's Office has reviewed this preliminary plat and their cffice finds that adecuate county reads are available to serve the site. but a redesign: of the preliminary plat should he accomplished so as to include a stub road connection to the west. PE 1188 - 78 - Pace Addition Sewage Disposal April 28, 1978 (Continued) The Health District has approved the use of individual on -site systems to serve this preliminary plat. The plat is however situated over the Spokane Valley Aquifer, where the Health District in their review of possible impacts upon groundwater quality has the following comments: In the course of the conduct of the Army Corps study, Dr. Todd con- sidered typical soils, natural and sewage disposal recharge tothe groundwater, and the effect of continued urban development in the Spokane River Valley upon the quality of the groundwater. In summary, he concluded that: (1) In normal precipitation years subsurface disposalof sewage treatment effluent does reach and recharge the groundwater. -5A- 04/ (2) All dissolved salts in sewage effluent will be carried to the groundwater. However, bacteria and detergents (phosphate por- tion) are mostly removed by the deep soil layer above the groundwater and "minor dissolved constituents such as phos- phates, which are known to react with soil particles, or nitrates, which are taken up by plant roots" will be less than the total found in septic tank effluents. (3) "The calculated results at the downstream end of groundwater flow line indicate that the maximum range of (dissolved) sol- ids concentration expected at present (1975) is up to 93 mg/1 (milligrams per liter) avove the natural groundwater back- ground of 155 mg /1. The forecast year 2020 maximum incremental concentration is 101 mg /1 above the natural background. " -- - "The analytical results of the forecast impact of year 2020 when com- pared with the present impact, both measured in terms of leachate volume and dissolved solids concentration, indicate that the present impact on groundwater quality is already a substantial proportion of the ultimate level." Currently, results of chemical analysis show the total nitrogen content of the groundwater as in the range of 1.0 to 4.53 ppm. A projected in- cremental increase using Dr. Todd's expected 8.6 percent would result in ranges 1.09 ppm. to 4.92 npm. Current Federal and State drinking water standards permit up to 10 ppm. Alternative sewage disposal methods that would not recharge the ground- water have the following general characteristics: (1) Collector and central treatment systems discharging to surface waters would recuire at least tertiary treatment and perhaps more to obtain a permit for the discharge from the Department of Ecology. These systems are not currently economically available for this project. PE- 1188 -7S - Pace Addition (2) C. Water Supply The proposed subdivision is situated within the recorded service area of the Trentwood Irrigation District. That district indicates that it does have the ability to serve the site with both domestic and fire flows. D. Drainage The staff finds that because of the relatively flat terrain of the site and that of the adjacent properties that no special drainage control methods would probably be required, and standard techniques for storm water control could be employed. E. Fire Protection The proposed subdivision is situated within the recorded service area of Fire Protection District 4 That district indicates that as a condition of plat approval both mains and hydrants of sufficient size for fire pro- tection needs should be required. F. Parks April 28, 1978 (Continued) Sealed systems, whether individual or community, depend on evaporation for licuid removal.- Some, such as lagoons, have safety hazards associated with them and relatively poor community acceptance. 0al l7a Iii, £PPTRO'Th9TsL RENT TI: The staff has reviewed the environmental checklist submitted ^v the -5 8- No county parks are currently available in the area and the County Parks Department has no present plan for either site aquisition or major park improvements. G. Schools The proposed subdivision is situated within the boundaries of the East Valley School District. That district indicates that their facilities in this area are currently at capacity levels. The latest correspondence the Planning Department ha with the East Valley District, indicates that this problem may be mitigated somewhat when their current building program is completed sometime within the next 2 years. IT_I. ZONING ANALYSIS The staff finds that it would be appropriate to upgrade this proposal to the Single Family Residential Zone Classification, given the use and character of the preliminary plat, being presented by the plat sponsor, the staff finds that this zone reclassification would be compatible with recent Flanning Commission decisions in the area . PE- 1188 -78 - Pace Addition V, CONDITIONS April 28, 1978 (Continued) applicant and we find that no significant adverse environmental impacts would likely result from this proposal and a proposed declaration of non - significance should be issued. Slight adverse enviornmental impacts were however noted under the following questions: earth, air, water flora, fauna, noise, light and glare, land use, population, housing, natural resources, transportation, public facilities, energy and utilities. If approval is granted, the staff recommends the following conditions. Specific conditions applicable to this plat are referenced below and found in the attached supplement entitled, "Standard Conditions for approval of Preliminary Plats, August, 1977. NOTE: Any amendments to said conditions are stated separately and listed below. P -3, P-4, P -5. P - P-7, P -8, P-9 (Ma 1, 1979) P - E - E -%, E-3, E-4, E -5, E -6, A -1, H -1. That the provisions of SEPA's NOTICE OF ACTION pursuant to 43.71c.080 RCW and the Board of County Commissioners' Resolution No. 77 -1392 be accomplished by the proect applicant within thirty (30) days of formal action by the Board of County Commissioners, as instructed by the Planning Department Staff. That all roads within the plat be paved and curbed to the specifications of the Ccunty Engineer. Existing county roads providing direct access to lots of the plat shall be paved and curbed to the specifications of the County Engineer. That the plat be redesigned so as to provide a stub road connection to the Nest Said redesign shall be reviewed and approved by the PIann` starf and the County Engineer's Office. That a statement he placed in the plat dedication prohibiting individual lot access to Bannen Road. Upon the filing of the final plat, upgrade Pace Addition to the Single Family Residential Zone Classification. - 5 C - 0429 ha SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER A. INTRODUCTION This matter having come before the Examiner Committee on August 30, 1979, and the members of the Committee present being Eldon Thomas, Chairperson, Jane Myers, and Ted McCoury. B. PROPOSAL The sponsor, Wes Crosby, is requesting approval of an Extension of Time, PE- 1188-78, Pace Addition and ZE- 58 -78, Agricultural to Single Family Residential, (R -1) for subdivision of 6.8 acres into 17' lots for single family dwellings and there being present, the following applicant or representative: C. FINDINGS OF FACT CHARLES E. SIMPSON That the applicant or his representative has substantiated adequate reason for the granting of an Extension of Time, namely, financing problems. 1 o. - 1188 -78 2E -58 -78 D. SPECIAL CONDITIONS OR CONTIGENCIES APPLICABLE TO THIS SUBDIVISION APPROVAL: 1. Those conditions already attached to the preliminary plat of record. 2. That the project sponsor is responsible for requesting a time extension to review any preliminary plat approval. All extensions applied for may subject the project sponsor to new conditions required by Reviewing Agencies. 3. That a time extension be granted to September 1, 1980. 4. Delete the statement in the original approval, That no individual lot access is allowed to Bannen Road. E. ORDER The Hearing Examiner Committee, pursuant to the aforementioned, finds that the application of Wes Crosby for an Extension of Time as described in the application should be approved Motion by: McCoury Vote: Unanimous ATTEST: FRED L. DAYHARSH Planning Director / By: -' L.i r tit 2 Seconded by: Myers HEARING EXAMINER COMMITTEE Chairman No. PE- 1188 -78 ZE -58 -78 AGENDA, August 27, 1981 TELEPHONE: 456 -2205 SPOKANE COUNTY PLANNING SUBDIVISION HEARING EXAMINER COMMITTEE TIME: Thursday, August 27, 1981 - 8:30 A.M.(Item #2 on Morning Agenda) PLACE: Broadway Centre Building, 2nd Floor N 721 Jefferson PRELIMINARY SUBDIVISION - EXTENSION OF TIME AND CHANGE OF CONDITION PE- 1188 -78, PACE ADDITION ZE- 58 -78, AGRICULTURAL TO R -1 OR AGRICULTURAL SUBURBAN a. Location: In the north central area of the Spokane Valley north of Wellesley, west of Bannen and east of Forker Road. b. Legal Description: Section 35, Township 26N, Range 44 EW The E 480.80 ft. of the N 1/2 of Tract 115 of West Farms Irrigated tracts Plat No.4 as recorded in Volume "0" of Plats, page 51, in Spokane County, Washington. Also the E 200 ft. of the W 480.80ft. of the N 1/2 of Tract 115 of West Farms Irrigated Tracts Plat No.4 as recorded in Volume "0" of plats, page 51, in Spokane County, Washington, located in the SW 1/4 of Section 35. c. Sponsor: Wes Crosby N 1506 Pines Road Spokane, WA. 99206 d. Engineer: Clarence Simpson N 909 Argonne Road Spokane, WA. 99206 e. Site Size: 6.8 acres f. Number of Lots: 17 g. Proposed Land Use: Single family dwellings and /or manufactured homes h. Existing Zoning: Agricultural i. Proposed Zoning: R -1 and /or Agricultural Suburban j. Water Source: Trentwood Irrigation District k. School District: East Valley #361 1. Method of Sewage Disposal: Individual on -site septic tanks m, Change of Condition: Basically a change to allow Agri- cultural Suburban zoning so manufactured homes would be allowed; no duplexes or farm animal keeping is requested with this Change of Condition. n. Environmental Impact: A proposed declaration of non - significance (a preliminary decision, may be reversed, that an environmental impact statement, an EIS, is not needed) has been administratively issued. This insures the applicant of a timely processing of his /her proposal at the time of the public hearing. But, a major purpose of the public hearing is to afford the opportunity to present the decision makers with information as to whether or not a potential SIGNIFICANT ADVERSE impact upon the physical environment will result from implementation of the proposal, thus resulting in the need for an EIS. However, all "extensions of time" and most "change of conditions" are exempt from the provisions of SEPA; check with the Planning Department staff if uncertainty exists. - 7 - Satt.ttoliOE'm 1301 131 132 1 •Y tflt 1 , r R RICH AVE. 136 137 AVE EL 204/ L M W E ;LEY AVE. 125 "126 127 126 129 '/ante e 0 4 0 a 0 J 4 z 0 0 IY 5 4 FRANCIS AVE' i6 05 County Roods 1 147 146 149 150 151 152 153 154 155 I. I � No m 0 *S . 0 EL 7084 East Volley Jr. High School m 1OF#V POI t.: fl152 153 154 'h 1 ■ M co ,�, onfl,.,pa.,.. I 1 :100016 STAFF ANALYSIS - August 27, 1981 PE- 1188 -78, PACE ADDITION ZE- 58 -78, AGRICULTURAL TO SINGLE - FAMILY RESIDENTIAL PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION - EXTENSION OF TIME AND CHANGE OF CONDITION I. GENERAL INFORMATION A. History The Board of County Commissioners approved a redesign of the project which reduced the density from 20 lots to 17 lots. The project has received (2) two previous Time Extensions. The sponsor indicates financing has been a problem and therefore requests a Time Extension until September 1, 1982. B. Location In the north central area of the Spokane Valley more specifically north of Wellesley, west of Bannen Road and east of Forker Road. C. Proposal - 6.8 acres subdivided into 17 lots for single family use - Lot frontage = 80 to 95 feet - Lot sizes = 14,150 to 14,500 sq. ft. II. SPECIAL INFORMATION A. Circulation The County Road Engineer has not recommended any new conditions, only those conditions already attached to the preliminary plat of record, but have indicated this project is subject to the provisions and fee scheduling of the Engineer's Department as adopted by the Spokane Board of County Commissioners on December 22, 1980 as amended. B. Change of Condition The sponsor has submitted a letter dated July 15, 1981 requesting a Change of Condition to allow the zoning of the project to be changed from the Single Family Residential (R -1) to the Agricultural Suburban which would allow double wide manufactured homes to be established within this subdivision. The sponsor does not desire duplexes and limits animal keeping to household pets only. The Staff has recommended conditions addressing these limitations. II. ZONING ANALYSIS: Site - presently Agricultural (1961), 1978 approval for R -1 North - R -1 (1976) and Agricultural Suburban (1972) East - Agricultural (1961) and R -1 (1978) South - Agricultural (1961) West - Agricultural (1961) 1 - 7C - 2 - 7D - STAFF ANALYSIS - August zr 1981 • PACE ADD. .ON - continued Compatibility Recent subdivisions have been approved for the R -1 Zone Classification, however, a mixture of zones do exist within the area which provides for a variety of housing types. III. CONDITIONS: If approval is granted, the following conditions are recommended. PLANNING DEPARTMENT 1. Those conditions already attached to the preliminary plat of record. 2. That the project sponsor is responsible for requesting a time extension to review any preliminary plat approval. All extensions applied for may subject the project sponsor to new conditions required by Reviewing Agencies. 3. That a time extension be granted to September 1, 1982. 4. That upon filing the final plat, the zone shall be reclassified to the Agricultural Suburban Zone Classification. 5. Delete the condition of the Staff Aalysis dated April 28, 1978 requiring the zone change to the Single - Family Residential Zone Classification. 6. The plat dedication contain the statement that duplexes are prohibited on lots within this subdivision and only household pets are permitted. ENGINEER'S DEPARTMENT 1. The proposed plat is subject to the Spokane Board of County Commissioners Resolution #80 -1592, as amended. UTILITIES DEPARTMENT 1. Pursuant to the Board of County Commissioners Resolution No. 80 -0418, the use of on -site sewer disposal systems is hereby authorized. This authorization is conditioned on compliance with all rules and regulations of the Spokane County Health District and is further conditioned and subject to specific application approval and issuance of permits by the Health District. 2. The owner, his heirs and successors shall join and participate in any petition or resolution which purpose is the formation of a utility local improvement district (ULID) pursuant to RCW Chapter 36.94, as amended. The owner, his heirs and successors shall further agree not to oppose or protest any legal assessments for any utility local improvement district (ULID) established pursuant to RCW Chapter 36.94, as amended. 3. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County. TO: FROM: RE: STAFF REPORT November 23,.1982 SPOKANE COUNTY SUBDIVISION HEARING EXAMINER COMMITTEE SPOKANE COUNTY PLANNING DEPARTMENT STAFF EXTENSION OF TIME for PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PACE ADDITION ZE -58 -78 AGRICULTURAL to AGRICULTURAL SUBURBAN I. GENERAL INFORMATION A. Sponsor 922 -2200 Surveyor /Engineer 926 -1322 Wes Crosby Simpson Engineers N. 1506 Pines Road N. 909 Argonne Road Spokane, WA 99206 Spokane, WA 99206 B. Location The proposal is located in the Trentwood area of the Spokane Valley approximately 430 feet north of Wellesley Avenue, west and adjacent Bannen Road; within Section 35, Township 26N, Range 44 EWM, Spokane County, Washington. C. Comprehensive Plan URBAN D. History The County Planning Commission recommended approval April 1978 and as an appeal to the Board of County Commissioners approval was granted with a reduction to 17 lots, July 1978. The Hearing. Examiner Committee has granted 3 one -year time extensions; August 1979, August 1980, and August 1981. The August 1981 approval in- cluded a change -of- condition to allow a zone change from R -1 to Agricultural Suburban to allow double -wide manufactured homes (prohibiting duplexes and animals). At a Board of County Commis- sioners appeal, the approval was upheld November 1981 with conditions added to assure manufactured home compatibility with the existing conventional "stick- built" single - family dwellings, as: a. No single -wide manufactured homes are permitted on any lot. b. Each manufactured home shall have a minimum floor area of 1,000 square feet excluding porches, decks, and other similar struc- tures. c. Each manufactured home or dwelling shall have either an attached or a detached garage with space for a minimum of one vehicle. d. All manufactured homes shall have pitched roofs with asphalt, fiberglass or cedar shingles and eaves, and shall be placed on permanent foundations. The sponsor indicates that substantial progress toward finalizing this preliminary plat has been made; as this property is part of an RID for Bannon Road with sponsor obligations of approximately $12,000, paving and curbing has been installed, and water lines have been installed in the street with service line installed beyond the curb. The delay continues to be the poor economic conditions of the housing market as they negotiate a financing package. E. Proposal The sponsor is requesting an "extension of time" of the preliminary plat approval to divide 6.8 acres into 17 lots for single- family dwellings and /or manufactured homes and to change the zoning on the 6.8 acres from Agricultural to Agricultural Suburban. SR -P1 /r -7- STAFF REPORT November 23, "82 PE- 1188 -78 II. SPECIAL INFORMATION The Planning Department is recommending that all preliminary plat approvals be brought into conformance with RCW. 58.17 regarding the amount of time allowed before a preliminary plat must be finalized. State law currently allows a preliminary plat three (3) years (without any new conditions) and allows one extension of time for one year, if the sponsor requests the additional year; however, this 4th year may have new conditions added. October 19, 1981 Board of County Commissioners amended the boundary of the Priority Sewer Service Area (PSSA) to include this and other property; there- fore the County Utilities Department is recommending additional conditions to conform to the Wastewater Management Plan policies - re: double plumbing. No other additional conditions of approval are being recommended by the re- maining departments. III. CONDITIONS If approval is granted, the following conditions are recommmended. PLANNING CONDITIONS 1. Those conditions already attached to the preliminary plat of record. 2. That the preliminary plat be given conditional approval for three (3) years to December 1, 1985. The applicant may request a one (1) year extension of time by submitting a written request forty -five (45) days prior to the above expiration date. Such applications should demonstrate the progress made toward finalizing this preliminary plat. If a time extension is not requested in a timely manner or a time extension is not granted, then the preliminary plat approval is NULL & VOID. UTILITIES CONDITIONS 3. Each dwelling unit shall be double plumbed for connection to future area -wide collection systems. SR -P2 /r -8- STAFF REPORT November 23, 182 PN- 1056C -76 III. CONDITIONS (Cont) SR -03 /r PLANNING CONDITIONS 1. Those conditions already attached to the preliminary plat of record. 2. That the preliminary plat be given conditional approval for three (3) years to December 1, 1985. The applicant may request a one (1) year extension of time by submitting a written request forty -five (45) days prior to the above expiration date. Such applications should demonstrate the progress made toward finalizing this preliminary plat. If a time extension is not requested in a timely manner or a time extension is not granted, then the preliminary plat approval is NULL & VOID. -5- .4`,--- - - — s f. 5 :3•4 -r 1 .t o i 4! 0 11: i' r. •.( WELL fl F P ANC IS 61IF tv r j -J 7. AvEi I w Z L .2026 • n et z -6- t_C eTh. Z/95 Et TRENT et- , ci 1;.. < I t PE-11 at E-58-78 crf, t 1/43 OE n rwood err.5chomi ti 143 144 '45 3 F '4C • „-‘- N- N 0 14 ( 148 149 EL 2(84 'FE:Le 14:.; • RICH A .fE Molted a. as Courl 150 151 152 1 VI 1:1000 Eo s Vol I € J r. I-1 Soho: EL November 23, 1982 Fil PE- 1188 -78 Fih,s & Order - Pace _ .ddition A. INTRODUCTION SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER This matter having come before the Spokane County Subdivision Hearing Exam- iner Committee on November 23, 1982 and the members of the Committee present being Kathy Carstens, Chairperson, Richard Skalstad and Jerry Williams. B. PROPOSAL The sponsor, Wes Crosby, is requesting approval of an Extension of Time for PE- 1188 -78, PACE ADDITION, and Zone Change ZE- 58 -78, Agricultural to Agricultural Suburban for subdivision of 6.8 acres into 17 lots for single - family dwellings or double -wide manufactured homes, and there being present, the following applicant or representative: No one C. FINDINGS OF FACT 1. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with. That the proper legal requirements for advertisement of the Agenda Item have been fulfilled. 3. That the owners of adjacent lands expressed neither approval nor disap- proval of the proposed Extension of Time. 4. That the information in the STAFF REPORT was considered. 5.. That substantial progress has been made toward finalization of this pre- liminary plat. 6. That provisions of State Subdivision law establishes three (3) year approv- al for preliminary plats. D. SPECIAL EXPLANATION OR CONTINGENCIES APPLICABLE TO THIS DECISION 1. Those conditions as listed in the November 23, 1982 STAFF REPORT. FO1 -Q1 /r 1 A. INTRODUCTION i — � No. PE- 1188 -78 • 411fr ZE -58 -78 SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER This matter having come before the Examiner Committee on 'August 27, 1981 and the members of the Committee present being Jane Myers, Chairperson, Kenneth Kennedy and Ron McVicker. B. PROPOSAL The sponsor, Wes Crosby, is requesting approval of an Extension of Time and Zone Change, and Change of Condition, PE- 1188 -78, Pace Addition and ZE- 58 -78, Agricultural to Agricultural Suburban for subdivision of 6.8 acres into 17 lots for single family dwellings and /or manufactured homes, there being present, the following applicant or representative: WES CROSBY C. FINDINGS OF FACT 1. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with. 2. That the proper legal requirements for advertisement of the Agenda Item have been fulfilled. 3. That the owners of adjacent lands expressed concern that certain quality controls be required on the Change of Conditions. 4. The following are additional findings of fact considered by the Hearing Examiner Committee: a) Thal basically the quality controls outlined in the petition will be met by the Developer as explained during the Hearing, especially with quality controls recommended as conditions. b) That changing of the zoning from Agricultural to Agricultural Suburban improves the quality of the area as the' Agricultural zone allows single wide manufactured homes. D. SPECIAL CONDITIONS OR CONTIGENCIES APPLICABLE TO THIS EXTENSION OF TIME APPROVAL: 1. Those conditions already attached to the preliminary plat of record and also conditions attached to Staff Analysis dated August. 27, 1981. 2. That each unit shall be placed on a permanent foundation, with pitched roofs, with no metal roofs, and paved driveways. 1 BEI-LORE THE BOARD OF COUNTY LUP MIaalvlvnn.3 v. ESOLUTTZN NO, p 9n 04 75 9404120188 VOI. 15 PdGE � THE MA'1ThROF ) RESOLUTION - /ABAS H AVENUE AND BOLIVAR SHMENTOF ESTABLISHMENT /ABASH ROAD ) OUNTY ENGINEERS FILE NO. 1343 ) This being the day set for the hearing on Spokane County Engineer's Report on the proposed stablishment of WABASH AVENUE AND BOLIVAR ROAD, proceedings for which were initiated by 'RELI IINARY RESOLUTION NO. 94-0333, and it appearing to the Board on proof duly made that Notice if Hearing was published and posted in the manner and for the time required by law, and the Board after xamining the report and maps of the Spokane County Engineer and all claims and papers on file and after leafing all other evidence adduced at the hearing; and IT FURTHER APPEARING that the rights of way have been dedicated as public road 50 feet wide, and hat said roads are a public necessity and the same should be opened and established as County roads. THEREFORE BE IT RESOLVED by the Board of County Commissioners of Spokane County, Washington, that the hereinafter described roads as reported by the Spokane County Engineer on the 5th day of April, 1994, being more particularly described as follows: WABASH AVENUE.--50 feet-wide from the west right of way line of Barmen Road to include Lot 3 Block 1 (one foot strip) in Pace Addition No. 1188 to east right of way line of Bolivar Road in Pace 1st Addition No.. iSB °A BOLIVAR ROAD - 50 feet wide, from north line of Lot 5 Block 3 (one foot strip) in Curry One Addition 827 "to the north line of Lot 6 Block 2 (one foot strip) in Pace 1st Addition No. 1188 -A. Located in the Southwest Quarter (SW 1/4) of Section 35, Township 26 North, Range 44 E.W.M. IV Aira Nce i 4f1 d INTEROFFICE and as shown by the records and maps on file in the Office of the Spokane County Engineer be and the same hereby are established as a County road and the same shall be known as WABASH AVENUE AND BOLIVAR ROAD, Road File No. 1343. The road supervisor of the road district in which the said roads are located is hereby directed to open and maintain the same for public use and travel. BE IT FURTHER RESOLVED that the one foot strip described as follows is hereby dedicated for public road purposes: Lot 3 Block 1, Pace Addition No. 1188 Lot 5 Block 3, Curry One Addition No. 827 R 0 ,,, it PASSED AND AITdf EDby:the;Board of County Commissioners of Spokane County, Washington this 5th day of April, 1994. REOUE:', . APR 12 3 42 P11 '9 w,. SPCKar;i:.: H;t, 'W\ ?H. BOARD OF COUNTY COMMISSIONERS OF SPOKA COUNTYYASHINGTON D.E. hilberg asson, Chair Steve atricia A. Mummey BEFORE THE BOARD OF COL...I'Y COMMISSIONERS OF SPOKANE t AUNTY, WASHINGTON RESOLUTION NO. 94 0475 IN THE MATTER OF ESTABLISHMENT OF WABASH AVENUE AND BOLIVAR ROAD COUNTY ENGINEERS FILE NO. 1343 This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of WABASH AVENUE AND BOLIVAR ROAD, proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 94 -0333, and it appearing to the Board on proof duly made that Notice of Hearing was published and posted in the manner and for the time required by law, and the Board after examining the report and maps of the Spokane County Engineer and all claims and papers on file and after hearing all other evidence adduced at the hearing; and IT FURTHER APPEARING that the rights of way have been dedicated as public road 50 feet wide, and that said roads are a public necessity and the same should be opened and established as County roads. THEREFORE BE IT RESOLVED by the Board of County Commissioners of Spokane County, Washington, that the hereinafter described roads as reported by the Spokane County Engineer on the 5th day of April, 1994, being more particularly described as follows: WABASH AVENUE - 50 feet wide, from the west right of way line of Bannen Road to include Lot 3 lock- 1- (one=fooFiIrip)'tn-Pace_` ition No. 1188 to east right of way line of Bolivar ad in Pace 1st Addition No /88-A. BY n wathrn343 amwvgIn,m BOLI - ROAD -50 eT wide, from north line of Lot 5 Block 3 (one foot strip) in Curry One Addition No. 827 to the north line of Lot 6 Block 2 (one foot strip) in Pace 1st Addition No. 1188 -A. Located in the Southwest Quarter (SW 1/4) of Section 35, Township 26 North, Range 44 E.W.M. and as shown by the records and maps on file in the Office of the Spokane County Engineer be and the same hereby are established as a County road and the same shall be known as WABASH AVENUE AND BOLIVAR ROAD, Road File No. 1343. The road supervisor of the road district in which the said roads are located is hereby directed to open and maintain the same for public use and travel. BE IT FURTHER RESOLVED that the one foot strip described as follows is hereby dedicated for public road purposes: Lot 3 Block 1, Pace Addition No. 1188 Lot 5 Block 3, Curry One Addition No. 827 RESOLUTION - ESTABLISHMENT PASSED AND ADOPTED by the Board of County Commissioners of Spokane County, Washington this 5th day of April, 1994. ATTEST: WIL .'a•M E. DONAHUE OF THE B DEPUTY BOARD OF COUNTY COMMISSIONERS OF SPOKAly$ COUNTYAASHINGTON Steveil-14asson, Chair berg�� atricia A. Mummey Post -it ° Fax Note 7671 Date / pagges� A L To y ' ./1 .1 r / I1 From / C 7 V CoiDeptt : / /Wc v u r \ Co. /y /1 ( / J `s# fi - -- ( Phone # 1 / JEEE"' ' % Phone .�( Fax # C.,) 2 Gl _ rWac Fax # Prepared For: Order No.: DS- 160770M GENE FISCHER N. 3422 KENNEY ROAD OTIS ORCHARD, WA 99027 TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 Effective Date: May 17, 1993 at 8:00 a.m. Certificate for Filing Proposed: 3RD PLAT CERTIFICATE Charge: Tax: Total: $125.00 9.87 $134.87 In the matter of the subdivision to be submitted to Spokane County for approval, this company has 'examined the records of the Spokane County Auditor's and Clerk's office, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: The East 200 feet of the West 480.80 feet of the North half of Tract 115 of PLAT NO. 4 OF WEST FARMS IRRIGATED TRACTS, as per plat thereof recorded in Volume "0" of Plats,, page 51; AND the East 480.80 feet of the North half of Tract 115 of PLAT NO. 4 OF WEST FARMS IRRIGATED TRACTS, as per plat thereof recorded in Volume "0" of Plats, page 51; EXCEPT that portion lying within PACE ADDITION, as per plat thereof recorded in Volume 18 of Plats, page 8; Situate in the County of Spokane, State of Washington. VESTED IN: HOMESTEAD CONSTRUCTION, INC., a Washington Corporation (continued) Page 1 of 3 EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 46353.0712 and 46353.0716. 2. Liability to future assessments by Trentwood Irrigation District No 3. 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: 5. Restrictive Covenants imposed by instrument recorded on September 3, 1981, under Recording No. 8109030259 and iamendment recorded on September 25, 1981, under Recording No. 8109250168. Page 2 of 3 Order No.: Page No.: DS- 160708M 2 -2ND PLAT Spokane Valley Land & Water Company, a corporation J. C. Haas February 24,,1915 March 17, 1915 444928 Water use Trentwood Land Company, a corporation Trentwood Water & Power Company, a Washington corporation June 2, 1909 December 31, 1914, Book "J" of Contracts, page 403 439498 Construction of ditches, flumes, water pipes, etc.; erecting poles and electric distribution lines with right of ingress and egress; and providing for lien for unpaid charges for such service db 6. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: 7 Potential liability for assessments levied by'Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. Page 3of 3 Order No.: DS- 160770M Lyneia, Inc., a Washington corporation Transamerica Title Insurance Company Kim S. Greer and Lisa D. Greer, husband and wife $33,000.00 June 24, 1992 June 26, 1992 9206260281 TRANSAMERICA TITLE INSURANCE COMPANY By Dirk Scott, Title Officj\ For Service on this order call: (509) 922 -2222 I Filed For Record at Request of Drew M. Bodker Attorney at Law 5. 1401 Grand Blvd. 1203 N Spokane, .Washington 99203 DEED OF TRUST -1 9206260281 DEED OF TRUST I 0 FILED 0 RECORDED OFOB; na_ Ix 28 1 211' g sroren l • crnxlr•rn•.n .ti Vot.130l;vecE 17 00 THIS DEED OF TRUST, made this 24th day of dune, 1992, between Lyneia, Inc., a Washington corporation, Grantor, whose address is N. 3122 Konnoy Road, Otlo Orchards, Washington 99027, Transamerica Title Insurance 1 Company, a corporation, Trustee whose address is 720 North Argonne, Spokane, Washington 99212 and Kim 5. Greer and Lisa 0. ,, Groer, husband and wife, Beneficiary, whose address is E. 2320 - 32nd, Spokane, Washington 99203, W1TNESSETIi: Grantor hereby bargains, sells and conveys to Trustee in Trust, with power of sale, the following described real property in Spokane County, Washington: The Cant 200 feet of the West 400.00 feet of the North half of Tract 115 of PLAT NO. 4 OF WEST FARMS IRRIGATED TRACTS, as per plat thereof recorded in Volume "0' of Plats, Page 51; AND the East 400.00 feet of the North half of Tract 115 of PLAT N0. 4 OF WEST FARMS IRRIGATED TRACTS, as per plat thereof recorded in Volume "O" of Plats, Page 51; EXCEPT that portion lying within PACK ADOITION, as per plat thereof recorded in Volume 18 of Plats, Page 8; Situate In the County of Spokane, State of Washington. which real property is not used principally for agricultural or farming purposes, together with all tenements, hereditament,, and appurtenances now or hereafter thereunto belonging or in any wise appertaining, and the rents, issues and profits thereof. This deed is for the purpose of securing a Promissory Note of even date in the amount of $65,000.00, and a prior Promissory Note dated November 14, 1991, in the initial amount of $33,000.00, theicur rent balance of which is $ 33 , herewith payable to Beneficiary or order, and made by Grantor, and all renewals, modifications and extensions thereof, and also such further sums as may be advanced or loaned by Beneficiary to Grantor, or any of their successors or assigns, together with interest thereon at such rate as shall be agreed upon. To protect the security of this Decd of Trust, Grantor covenants and agrees: 1. To keep the property in good condition and repair; to permit no waste thereof; to complete any buildin structure or Improvement being built or about to be built thereon; to restore promptly any building, structure or improvement thereon which may be damaged or destroyed; and to comply with all laws, ordinances, ran ulations, covenants, conditions and restrictions affecting the property. // 7( .) f5s H wrp RECORDED HET'RN To IIEPMAN, fl /.PMAN, f JOLLEY, PE E. 12340 VALLEYWAY SPOKANE, WA 99216 THE GRANTOR, LYNEIA, INC., a Washington corporation, for and in consideration of assumption of indebtedness only, no money consideration, conveys and warrants to HOMESTEAD CONSTRUCTION, INC., a Washington corporation, the following described real estate, situated In the County of Spokane, State of Washington: The East 200 feet of the west 40n.80 feet of the North half of Tract 115 of /PLAT NO. i bF�WEST FARMS IRRIGATED TRACTS as per plat recorded in Volume "O" of Plats, Page AND the East 480.80 feet of the North half of Tract 115 of PLAT NO. 4 OF WEST FARMS IRRIGATED TRACTS, as per plat recorded in Volume "O" of Plats, Page 51; EXCEPT that portion lying within PACs ADDITION, as per plat thereof recorded in Volume 10 of Plats, Page 8; Situate in the County of Spokane, State of Washington. Subject to: 1991 and 1992 dollnquent tanee, easements, agreements, cover..n[5, reetrictions and Dead of Trust to Kim S. Greer and Lisa D. Greer which gcantea agrees to assume and pay according to Ito terms. Dated August 31, 1992. LYNEI INC., a Washington corporation Eu ens F. Fl shot, Vice President STATE OF WASHINGTON COUNTY Or SPOKANE 1 .,WARRANTY DEED 9?n.no:ini STATUTORY WARRANTY DEED h eE11 furo 'cfD Inc, _.:... SEP ) 1;119 All 92 Err]To lan l'..r .:,I 7 ' / /L Salo Amt. Pd. ).o 6 u. D. E. 'SKIP' GI GLEE: G Spokane Counly Trea.. BY (fit/ %-3,9Z On thin let day of September, 1992. before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and ewo r n, personally appeared rearms. F. FISHER. to me known to be the Vice President of LYNEIA, INC., the corporation that executed the foregoing ine trumnnt, and acknowledged the amid Lnetrument to be the free and voluntary Act and deed of • /2o /40 7 7 Go 19) 0 ' '00 7740 0 0 77 Go .0 0 ' / • e • /0 4 / 4.4 3 Is 6' O u 3e Zo 9 7 rn (x) • 4te`. ° 114 4 (.3 0 • • Oi./)AR. 4 3 3" 20 ROAD Tri n I 0 Co) IQ 7k 1- I co 0 0 (j rn t. • • , 8? "Th I BOLINMR. EVE trl /38 2� TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 Prepared For: Order No.: DS- 160770M GENE FISCHER N. 3422 KENNEY ROAD OTIS ORCHARD, WA 99027 Certificate for Filing Proposed: 2ND PLAT CERTIFICATE Charge: Tax: Total: $125.00:. 9.87 $134.87 Effective Date: November 13, 1991 at 8:00 a.m. In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not t� be used as a basis for closing .any transaction. Liability is limited to the amount paid for this certificate: From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: The East 200 feet of the West 480.80 feet of the North half of Tract 115 of PLAT NO. 4 OF WEST FARMS IRRIGATED TRACTS, as per plat thereof recorded in Volume "0" of Plats, page 51; AND the East 480.80 feet of the North half of Tract 115 of PLAT NO. 4 OF WEST FARMS IRRIGATED TRACTS, as per plat thereof recorded in Volume "0" of Plats, page 51; EXCEPT that portion lying within PACE ADDITION, as per plat thereof recorded in Volume 18 of Plats, page 8; Situate in the County of Spokane, State of Washington. VESTED IN: MARLENE V. BONENKO, individually, and as Personal Representative of the Estate of Lloyd L. Bonenko, deceased. (continued) EXCEPTIONS: 1. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. Year Amount Billed Amount Paid Principal Balance 46535.0712 1991 $144.69 $72.35 $72.34 Affects E. 200 ft. of W. 480.80 ft. of N1 /2 of Tract 115. 46353.0716 1991 $292.76 $146.38 $146.38:. Affects E. 480.80 ft. of N1 /2 of Tract 115 exc. Pace Addition. .2. Assessments levied by Trentwood Irrigation District No. 3, .together with interest, penalty and statutory foreclosure costs, if any, after delinquency: Tax Account No. Year Annual Billing Amount Paid Balance Due 46535.0712 1991 $27.00 $27.00 $0.00 Affects E. 200 ft. of W. 480.80 ft. of N1/2 of Tract 115. 46353.0716 1991 $36.00 $18.00 $18.00 Affects E. 480.80 ft. of N1 /2 of Tract 115 exc. Pace Addition. Liability to future assessments by Trentwood Irrigation District No 3. . AGREEMENT.AND THE TERMS AND CONDITIONS THEREOF BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: 5. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: Order No:: DS-160708M 'Page No.: 2 -2ND PLAT Spokane Valley Land & Water Company, a corporation _ J. C. Haas February 24, 1915 March 17, 1915 444928 Water use Trentwood Land Company, a corporation Trentwood Water & Power Company, a Washington corporation June 2, 1909 December 31, 1914, Book "J" of Contracts, page 403 439498 Construction of ditches, flumes, water pipes, etc.; erecting poles and electric distribution lines with right of ingress and egress; and providing for lien for unpaid charges for such service sac SELLER: PURCHASER DATED: DISCLOSED BY: DATED: RECORDED: RECORDING NO.: Order No.: Page No.: 6. Restrictive Covenants imposed by instrument recorded on September 3, 1981, under Recording No. 8109030259 and amendment recorded on September 25, 1981, under Recording No. 8109250168. 7. UNRECORDED CONTRACT AND.THE TERMS AND CONDITIONS THEREOF: DS- 160770M 3 -2ND PLAT Marlene V. Bonenko,'individually, and as Personal Representative of the Estate of Lloyd L. Bonenko, deceased Lyneia, Inc., a Washington Corporation May 26, 1991 Notice of Real Estate Contract under Recording No. 9106180157 8. ASSIGNMENT OF CONTRACT AND DEED GIVEN AS SECURITY AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: GRANTEE: Lyneia, Inc., A Washington Corporation Kim S. and Lisa D. Greer, husband and wife November 14, 1991 November 18, 1991 9111180335 9 Potential liability for assessments levied by Spokane County Utility ' Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. TRANSA TITLE INSURANCE COMPANY By Dirk Scott, Title Officer For Service on this order call: (509) 922 -2222 GENERAL CONDI AND RLSTRICT1MHS rAi OnjTION Resific1lve Covenants Restrictive covennuts and ensemenis referred Lo in Policy No. • bf. the Transamerica Title Insurance Compnny, which are imposed Restrictive COVC11:111U7 dntiul September 3, 1981 r recorded September 1981 as Document No. 4I09[110259 in Off Hill Volume 561, page 1716, ns follows: Restrictive Cove [Innis for preliminary Ont. known NS Pace Addition of which is leglItY described as the Following; the E 480.80- ft. of the N 1/2 of Trnet 1.15 of FflrlIV; Irrigated Tracts Plat No. 4 Section 35. Mwm:hip 26 N, Pnnge 64 K.W.M. ns recorded in Volume "0" o[ Plats. page 51. in Spoknur Couniy, Wnshlngton. Also the E. 200 ft. o[ ihe W •n.%[) . o[ the N of Tract 115 of West FarMs Irrigated Tracts PHI No. 6 as recorded in Volume "0" of Plats, ' pnge 51, in Spokane Cflunly, Wnshingkon Heated in Ole SW 1/4 of Section 35 T 26 N. Panty' 46 E.W.M. APPLICABILITY The conditiens. covenanls Rod restrictions as stated herein shall apnIN to each nnd oycry Int, or pnrcel of. I.nnd ns shown 011 the above rcirreticrii j dnl 11,1p. said ions , i:ovenntits and C sLrictions shall he hinding on each nnd every person, Form 0r cor- poration claiming title to any or at' lots, tracts or parcels within the plat for a period mi. ten years From the recording date of this instrument. ThereRFIer. said covenants shall. be nutomatically re- newed for SICC!l'HVP len year periods, unless 517, or more of the property OWMPC; 'flt!' In ,,mend or rescind these covenants, conditions and restriciions. 1. Nn tot, trod or parcel within tiln p1nt may be usw.1 For any purpose other than for reflidniltiol. purposes, NXCEPT in H1Q uent of a rezone of n lot or Int!, n, prnwitIod for in the Spokane CounLy Zoning Ordi- nance or nmendmenfs therein. 2: • tlo l or porri or h,f- wily he used I'm- collection of trash, junk, oc tiler i nhe r 0 n1.17 o [nln i ve ma 0 r i 1 „ Nor may any lo t poi t. ion • oF n lot be a I. Lowed to become overgrown with weeds. 3. No more than two dogs nnd two cats may he kept on any one lot as pets except that young less than one year of age shall be permitted: 4. .The keeping of. small animals is not atloWed. 5. No major repair oC any motor vehicle shall. be permitted on any lot . except that repRir and storage of antique or vintage vehicles is per • s mined, provided that there may be no more than one antique or vinta{ vehicle on any one lot. 6. Alt storage of campets, trailers, boats or recreational vehicles sha] he only in the hack yard nf 10. Driveways roust he of hard surface. PACE )11' ON Page .. 7. Clothes lines shall In located only in the back yard of a]:l•iots. 3. Easements for utility in: ;l:nllaf:ion and maintenance and drainage are reserved ns shown on the fin ;i1 plat. Within the: ;o easements, no structure, pl ;nriint, or other material may he placed or Located or permitted to remain which may lour:' n r i n l e r f r r c w i t h - t h e L r i s c a L l a - L i.on and /or i n : ? i _ o L e n r u i c - c or s a i d u t i l i t i e s , err which may change the direction of Ll floc: of water or which may obsLruci or retard the flow of water through said easements. Thu casement area of each lot shall- be mainL;iinrd continuously by the owner of each lot, except for: those improvements which a puhti.c authority or utility company is responsible. 9. All lot owners shall sub;;crihe to a weekly garbage collection servi.c and all containers For rho storage or trash shall. be maintained in n sani.tar.y condition and shall he concealed from public view except on Lhe day of collection. ARCHITECTURAL CUiJ [I nI, (:m0111 1T1`.1. An n rch i Lrr L i e : l l eon l r l r ,inmi I L eo is hr rrhy r ;; Loh l i r.lre(I Co rcvi.c: hni Iding and landscape pInns until I. such Lime ;is nil_ structures to lie used for residential. purpose: are constructed or erected. After the last building, permit has been issued for residential structures, the architectural control committee shall automatically be dissolved and have no further authority nr [.unction. The decision of the Architec Lural control commi.LLee wi.l:h regards rn Lhe,i.r plan review shall be final and binding upon all persons, Firms and corporations claiming LitLe upon any or all lots, t :r -nr parcels within the plat. The members of l.he arehi.t.ecturn l. controi committee shall he: 'Wesley C. Crosby `;u:;nn K. Crosby Clyde Haase N 1506 Pines Rd E 17l2 Skyline Dr. S 302 University Spokane, WA 99206 Spokane, WA 99206 Spokane, WA 9920 REVIEW RE PLANS AL Lhe Lime or cLo1;in7• of ally or :ill lots, tracts or parcels, arrang,f meats are to he made as Lo the timing of submission of required plan: In no case may the applicant apply for n building permit for a resi- dential structure until plans have been reviewed and approved. Upon receipt of the plans, the committee shall review said plans and noti • the person who r,ihrniLied the plans within one week as Lo the accep- tability, or required changes of I :he blares. When plans have been .approved. the applicant for the approval and the designated member o. the committee shall sign the approved plans as the official building plans for the lot in question. If one week has passed without noti• cation of the applicant for the plan review, approval shall be dceme to be automatic. FRAME HOME STANDARDS ENFORCEMENT t'nr;c 3 OD1T10N 1. Each home shrill have ;i minimum floor area of ]00I) square feet, exclu ding porches, decks. rlc. 2. Each home shall he completed wi.l.li.i,n si.:: months of the commencement o construction. Al I. exterior iml is of al 1 ::I run: ores film I1 he m ;ii wi.LI pniul; at all times to mninl:;i1.n proper :rl 4. Each home shall have either an attached or a detached garage with space for one car. 5. .Landscape plans shall he sg.ihmi.tted with the building plans for resi- dential structures. Raid lnndscnpi ij' Iron-; e:linl.l address nature and type of plaut.i.n a timetable for seeding, and other relevant data applicable to the specific plan, in no case, no more than one growing season may pass before required landscaping is planted. 6. These are the minimum stnndnr.ds for approval of plans by the archi- tectural control committee. To constitute approval of the plans sub mitted, two of the three members shall agree as to the suitability c the respective plans. Upon the death or disability of one or more o the members of the committee, the remn:i.ni.ng members may adopt rules for review of pLanr, as they dean appropriate. 1F any member of the committee does riot: wish to pnrticipol:c in the rev.Lew of a plan, he o. she may delegate his or her vote to one of the remaining members. MANUFACTURED HOME STANDARDS l Each horse shall have a minimum floor nrrn of 1000 squnr:e feet, exclu . ,ding decks, Foreleg:. etc. 2. Each home shall be mounted on a permanent type foundation, with a minimum [sic) of 1.2" of foundation wall showing giving a low profile •lode or design. 3. • Each home shall have a • pitched roof: with asphalt, fiberglass or coda shingles. • 4.. Eich horse shnll have residentinl type siding. . Conditions 2 to 6 as stated in the "Prange Home Section" above shall equally apply to thi.s section and are incorporated herein by referent ,Enforcement of these covenants shalt he by proceedings at law or in equi: against any person, firm or corporation that violates or attempts toivio- late the provisions contained within this document. SEVERAB1L1TY AMENDMENTS 1'A(,1; Aln)11'.1ON yce .1.f any one of these cnvcnant.Irc, c_ondd.tions and restr.i.cti.ons are overturns reversed or othe i;r he Id to he inval cl by a court with jurisdiction, t: remaining conditii and rest.ri.cl:i-ons shall. have full force. and effect. '.these covenants condi.ti.ons and restrictions may be amended with the written consent of 517. o[ the property owners within the plat. Such consent shall he filed 01 record with the new covenr conditions and r.es(:ricti.ons i.n the of 1i of the Spokane County Auditor. riLr by &P 5 3 2S1:1 ,,. 3.00 11 1506 r111,-ri P7011 9)206 ..:1 f:', A II I II II I 11 VI 566 345 : 1 rif.inin fv(_Covuo115 /Oa KIINtl AS PACE A( ar foil IS LI Yid 131 5(r:No AS )or ilr./Inr,; THE E 01 0.110 II. Or IIIF InA(3...11501 QE5I FARIIS t4iD r 5 JIM no. 4 StEl IOU )5, InWI3IIIP ;6 0 IMOnE 44 (WI AS RICO,, 3 IN TITCUTIT. - 0" 73! 5I. III ro!it COiloly wASniurill3o. ALSO HIE E 200 IT. Or MT. 1, n,(10 rt. OF THE n r lThCI 115 or VEST (111,115 IPRIGAIIII HMOS l'I.Ar 1:11. 4 AS PRORDID 111 vnuric ' or PLATS, P3Ir 51, 111 SPOrAIII COO:Irr. LOCAltD HI HIE SW 5 srcirOil 35 26 RAtIGE 44 f (11 ';rI 1 in /1 in (01 0:1 561 PAGE I 716, SPOKANE COUNTY SPOKANE , IMS111/1P,TON WIPT 1 1011I1 S/AnuAnOS, 1 1:11 (2) PAr,E (2) StIOUI0 OE Atill(!inED TO 1E40 AS FOLLOWS: Erni ivr-3_ ir.•:( A PI If .IIEO 1001 WI III 4 AVIRAGE Or SIX (6) ltICIIES or CV ( Al-10/ !POO I 10;1. C 7 1 , P1 ( 7E1,117,1/1. All 1 ANO IIAPAOIs HOST RE CII:Irl[113) WI HMI SIX (6) MMS O or THE Acr...:;•ra IF!: (011:117 Or sroAOE ) Slim s.:3solor,Inul 01 HOS l'AY Or Sr/ . 197/. nrrnp II 51 flIAl APPEAPEO rootro In lir rn nr p 01/411 nr 1111 AllOVE nrscninro rpnrtpry. Tor rpny 1-4/Pr, rrribilurn III/ '.1 1 Ill 11 111 411 At /WI HANIX, (.0111111 0115 A•10 nrsinicrions or 1 1 1 1 rri I Pr e: /7 -7 If /1 - woo 04(11, X' /MED 11111 IRE XEE1/1 inn or 7111E, I/111 EPIIT 11 IS A TAFF /CM VOLIMIARY ACI 4'Il) OUP 100 DIE 11 :1 41111 PIIPPOSES WMIOWA HURLM. TOE 0515. r HINT10:11n IIirPE _—/2 1 7 • 1 ; .- /7 1, y ,' ...: .. surly:pint 11 4:/1/ 1.1.1111'1 (MOPE al 1/115...//7 . • . ... • . nn 1 01 .. -- / ..-e-p2-1,---"" . '. „gushy r112j iiii .Ir ir AZ i I l..53i1E VITAPLT4T0/1 OLSIOI/Ir. 47 Dear Ron: Transamerica; Title Services Senske & Associates S. 3009 Mt. Vernon, Suite 101 Spokane, WA Attn: Ronald Dunsmore (continued) Transamerica Title Insurance Company, -1 North 720 Argonne Road Spokane. Washington 99212 (509)922 -2222 CERTIFICATE TO PLAT Order No. JS- 126471M Certificate for Filing Proposed Plat of PACE 1ST ADDITION R ECEIVED SEP 13 7985 County itimert In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies the title to the following described land situate in the County of Spokane, to wit: LEGAL DESCRIPTION: A portion of the North half of Tract 115 of the plat of WEST FARMS IRRIGATED TRACTS PLAT NO. 4, as recorded in Volume "0" of Plats, page 51, located in the Southwest Quarter of Section 35, Township 26 North, Range 44 E.W.M., and being more particularly described as follows: COMMENCING at the Southeast corner of said North half; thence South 89 ° 51'17" West along the South line of said North half, 168.84 feet to the True Point of Beginning of this description; thence continuing South 89 °51'17" West along said South line, 511.88 feet to a point on the East line of the West 280.80 feet of said North half; thence North 00 °00'22" East, along said East line, 435.56 feet to a point on the North line of said North half; thence North 89 ° 54'49" East, 511.20 feet; thence South 04 ° 04'26" East, 192.62 feet; thence South 00 ° 00'14" West, 50.00 feet; thence South 03 °52'11" West, 193.34 feet to the True Point of Beginning and the end of this description; Situate in the County of Spokane, State of Washington. EXCEPTIONS: A. General taxes as follows, together with interest and penalty, if any, after delinquency: Tax Account No. Year Annual Billing 35643 -0711 1979 $148.83 1980 $125.34 1981 $106.37 1982 $105.89 $261.97 $298.57 $302.51 $74.42 $62.67 $53.44 $53.20 $95.58 $109.21 $110.64 1983 1984 1985 35643 -0712 1979 1980 1981 1982 1983 1984 1985 NOTE: 1985 assessed valuation: Land $22,000.00 " $ 8,000.00 Order No. JS- 126471M Page 2 Amount Paid $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Balance Due $148.83 $125.34 $106.37 $105.89 $261.97 $298.57 $302.51 $74.42 $62.67 $53.44 $53.20 $95.58 $109.21 $110.64 B. Assessments levied by Trentwood Irrigation District No. 3, as follows, together with interest and penalty, if any, after delin- quency: Tax Account No. Year Annual Billing Amount Paid Balance Due 35643 -0711 1982 $42.00 $0.00 $42.00 1983 $42.00 $0.00 $42.00 1984 $42.00 $0.00 $42.00 1985 $42.00 $0.00 $42.00 35643 -0712 1982 $21.00 $0.00 $21.00 1983 $21.00 $0.00 $21.00 1984 $21.00 $0.00 $21.00 1985 $21.00 $0.00 $21.00 C. Assessment for Road Improvement District No. 392 in the amount of $8,710.48 plus interest. There are two delinquent installments which were due on April 18, 1984 and April 18, 1985 in the amount of $871.12 plus interest. (Parcel #35643 -0711) 1. Liability for future assessments levied by Trentwood Irrigation District No. 3. 2. Provisions contained in Land and [dater Deed between Spokane Valley Land and Water Company, a corporation, and J.C. Haas, dated Feb- ruary 24, 1915, recorded March 17, 1915, as Document No. 444923. (continued) Order No. JS- 126471M Page 3 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Between: Trentwood Land Company -, a corporation And: Trentwood Water & Power Company, a Washington corporation Regarding: Providing for construction of ditches, flumes, water pipes, etc.; erecting poles and electric distribution lines, with right of ingress and egress to maintain said pipes, lines, etc.; and providing for lien for unpaid charges for such service. Dated: June 2, 1909 Recorded: December 31, 1914, Book "J" of Contracts, pg 403 Recording No.: 439498 4 DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: Grantor: Wesley C. Crosby and Susan K. Crosby, husband and wife Trustee: Transamerica Title Insurance Company Beneficiary: Lloyd Bonenko and Marlene Bonenko, husband and wife Amount: $62,000.00 Dated: June 28, 1979 Recorded: July 2, 1979 Recording No.: 7907020281 Affects: A portion of real estate under search 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: Grantor: Wesley C. Crosby and Susan 1<. Crosby, husband and wife Trustee: Transamerica Title Insurance Company Beneficiary: Lloyd Bonenko and Marlene Bonenko, husband and wife Amount: $62,000.00 Dated: June 23, 1979 Recorded: July 2, 1979 Recording No.: 7907020282 Affects: A portion of real estate under search 6. Restrictions and easements contained in Restrictive Covenants recorded September 3, 1981 as Document No. 8109030259, and by Amendment recorded September 25, 1981 under Recording No. 8109250163, copies of which are attached. 7. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: Grantor: Wesley C. Crosby and Susan K. Crosby, husband and wife Trustee: Transamerica Title Insurance Company, a corporation Beneficiary: J. Gibbons, a single man Amount: $22,000.00 Dated: July 20, 1931 Recorded: July 21, 1981 Recording No.: 8107210167 Affects: This and other property (continued) 8. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: Grantor: Wesley C. Crosby and Susan K. Crosby, husband and wife Trustee: Transamerica Title Insurance Company, a corporation Beneficiary: Lloyd Bonenko and Marlene Bonenko, husband and wife Amount: Dated: Recorded: Recording No.: 10. NOTICE OF CLAIM OF LIEN: Claimant: Against: In amount of: For: Work Commenced on: Recorded: Recording No.: 11. JUDGMENT: Against: In favor of: For: pds cc: Wes Crosby Spokane County Planning Spokane County Engineering $311,780.78 January 12, 1933 July 20 ;, 1983 8307200073 Order No. JS- 126471M Page 4 9 Pending proceedings in Bankruptcy Court Case No. 81-01993-114 for the Eastern District of Washington, in the matter of Wesley C. Crosby and Susan K. Crosby, dba Crosby Enterprises, debtors. Elmer Clausen dba Excell Foundation Contractors Wes Crosby Enterprises $1,427.40 Labor and /or materials April 23, 1985 May 22, 1985 8505220236 Wesley C. Crosby and Susan K. Crosby, h /w; et al Pacific First Federal Savings Bank, a corporation Judgment of $25,427.92 plus interest, Attorneys fees of $1,500.00 plus interest, and Costs of $147.85 plus interest Entered: September 5, 1985 Judgment No.: 85403327 -2 Superior Court Cause: #85202092 -2 Attorney for Judgment Creditor.: Dellwo, Rudolf & Schroeder Records examined as to August 30, 1985 at 8:00 A.M. TRANSAMERICA TI INSURANCE COMPANY B ` S / ppel itle Officer AM V' . b • 4Rn An 250.80 in ,00 • /0 0'" 070.8o 111.9 ° h -; • OLYMPIA AVE "' 69 I/19 1 OLe N I^ J 1. o 197.94 N R4• Tn'T0`P 21/23 ,2/6.x3' (t 17 . J/6 z > P/6.32 2/637 *III N R `1 \ .. tn' ✓r 71 0 . /06' - / Oe'. .—. 3c K / 9.60' +s .1 ^ .' 10 ,s. III. I 0 b OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer Farmers •5 Merchants Bank E 101808 Sprague Spokane, Wa. 99206 Dear Sir or Madam: RE: Pace 1st Add P1188A Homestead Construction, Inc. A DrvISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director April E8, 1994 Please be advised that Savings Assignment No. 3220012297 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, bated May.19 1993, in the current amount of n1I1,500.00'may now be released. If you have any questions, feel free to call our office Very truly yours, Ronald C. Hormann. G.E. Spokane County Engineer David A. Berta Plat Compliance Surveyor W. 1026 Broadway Ave. Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 TDD: (509) 324 -3166 Inter - office Communication on� To �' ! " .7470— From al Subject Form 327 -C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date 1' /Z7 2::7 192: 1 From : TL:ds OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P,E„ County Engineer May 14, 1993 Homestead Construction 312 S Farr Road Spokane, WA 99206 Dear Chris Swanson: The bond amount remaining on Pace Addition and Pace let total $10,500.00. This represents 10% of the original bond amount. We will — retain this 10% amount until the roads are established. If you have any questions regarding this matter please call our office at 456 -3600. Thank you. sincerely, Terry Lightfoot W. 1026 Broadway Ave, PHONE NO.': A DIVISION OF THE PUBLIC WORKS DPPARTMEN'r Dennis M. Scott, P.E., Director Jun.03 1993 10:25RM P02 Spokane, WA 99260-0170 (509) 456 -3600 FAX (509) 456.4715 TO: TOM YAKE FROM: DAVE BERTO D 2• DATE: May 12, 1992 SUBJECT: BOND ITEMS P1188A PACE 1ST ADD items: OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON The bond for the above mention project is for the following 1) All the items on the approved road and drainage plans with the exception of the sod for the "208" Swales For Pace 1st Add. 2) All the items on the approved road and drainage plans including the sod for the 208 swales for Pace Add. 3) Contractor is to complete Wabash ave for both subdivisions. 4) Nol bond has been received and Pace 1st Add has not filed c: \wpdoc \dave \memo \items 0026p , Po t security purposes only, Nnmestead (nngtrurtjnn Tnr herebycassigns to SPQ C0.OMTY, a political subdivision of.the.State of Washington,. the followirg Savings Certificate Number In the face amount of and held:'"in and by the :' Bank `of DATED this day of Crok.na, Washingtnn " - Valley ASSIGNM`ENT '3370(11 7 797 Slo'500.00 Farinets Merrhants Litteisiz STATE OF WASHINGTON : ) :ss County of Spokane ) On this day personally appeared before me GIVEN UNDER NY. !{AND AND OF.rIC1AL• SEAL this 3 is - :lib •;;255 P01 Rank 19,1 DATED'this /y'eday of /// 19 ,B9S DEVELOPER �w Branch.t. This assignment' is made as security, for the full and faithful. performance bY``Homestead Const fction. of :certain roads, monuments and drainage facilities for . ": R� e Arid t INC, / S .. ' specified in the typical section and" roadway' improvement specifications for said project, dated 1,9 and on file in"•the Office of the Spokane County Engineer, Any interest :benefits accruing under.aaid savings certificate - shall remain ;the property of .".Homestead Construction,'.Inc.' . Said savings certificate to ' :be`released to :Homestead Construction, INC.. or any other party only with 1}theTprior written :consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize to',pay over to Spokane County all or a sufficient portion of the monies in the savings certificate referenced hereinabove upon written documentation being received - from the Spokane County Engineer indicating that the purposes for which ttie. :savings certificate was assigned have not been fully and faithfully- performed H.4.8:required and a statement of that amount - of money which the County Engineer de "ems necessary ,to complete such obligation. Upon receipt of such written .documentation, Homestead Construction, Inc. hereby authorizes to "release to Spokane County that amount of.money requested up to - the maximum '.amount in, -the savings certificate, • tome known to be the individual described in aid who executed th ith n and foregoing instrument, and acknowledged that ( )h,') signed the same ea. es and voluntary act and deed, for . the uses and purposes therein mentioned. N. ry Public in and for the State ' of Washington, re iding at Spokane Inter - office Communication To 2 V C J From Subject. 7 LEA No`rz Zo 6 -/t 7 OFFICE OF COUNTY ENGINEER / SPOKANE COUNTY, WASHINGTON UT I LI - s 42r- Al co , ,, 'f 3 I l A- L-c 5 o 5 / 7y f 5 --r" -t- AL .) 9 2 4/ w &I) fie i LL 9 Date 9/ 7 fl iiitt ) 3 X717 Iri onJ , 2A-7) E 3 ?-0 t;_ iS /A- Ltd 7 19 2 - 7 A- V y - Z La v nAI W `r Project: Pace 1st Addition P1188A NON STANDARD DRAINAGE ITEMS Replace type 1 lid with type 2 2) 3) 4) 5) 6) BOND ESTIMATE Name: James A. R DATE 14- Sep -92 DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A EA 0.4 1250.00 500.00 2) Drywell - Type B EA 0.2 1573.00 314.60 3) Grate - Type 1 EA 0 325.00 0.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 3 EA 0.6 320.00 192.00 6) Backfill For DW CY 20 14.90 298.00 7) Concrete Inlet EA 675.00 0.00 8) C.M. Pipe 10" Dia. LF 0 21.30 0.00 9) C.M. Pipe 12" Dia. LF 25.90 0.00 10) C.M. Pipe 15" Dia. LF 32.00 0.00 11) C.M. Pipe 18" Dia. LF 28.80 0.00 12) Precast Manhole EA 1435.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch Excavation CY 663 10.00 6630.00 15) Sod SF 0.70 0.00 LS 1 350.00 350.00 0.00 0.00 0.00 0.00 0.00 DRAINAGE SUBTOTAL 8284.60 16) Monuments EA 8 160.00 1280.00 17) Barricade LF 3.6 32.00 115.20 18) Street Signs EA 2 75.00 150.00 19) Rough Grade CY 577 10.00 5770.00 20) Top Course CY 210 10.60 2226.00 21) Base Course CY 10.60 0.00 22) Asphalt Concrete Tons 478 44.50 21271.00 23) Curb Type A LF 365 6.50 2372.50 24) Curb Type B LF 7.90 0.00 25) Curb Type R LF 7.60 0.00 26) Sidewalk SQ YD 16.20 0.00 NON- STANDARD ROAD ITEMS 1) 2) 3) 4) GRADING, SURFACING, CURB, AND SIDEWALK OTHER SUBTOTAL 1545.20 GRADING AND SURFACING GRAND TOTAL 0.00 0.00 0.00 0.00 31639.50 15�p6 41, 469.30 14 1) 2) 3) 4) PROJECT 1188A PACE 1ST ADD & PACE ADD NON STANDARD DRAINAGE ITEMS NON- STANDARD ROAD ITEMS BOND ESTIMATE DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A EA 4 1250.00 5000.00 2) Drywell - Type B EA 2 1573.00 3146.00 3) Grate - Type 1 EA 325.00 0.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 3 EA 6 320.00 1920.00 6) Backfill For DW CY 200 14.90 2980.00 7) Concrete Inlet EA 675.00 0.00 8) C.M. Pipe 10" Dia. LF 21.30 0.00 9) C.M. Pipe 12" Dia. LF 25.90 0.00 10) C.M. Pipe 15" Dia. LF 32.00 0.00 11) C.M. Pipe 18" Dia. LF 28.80 0.00 12) Precast Manhole EA 1435.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch Excavation CY 2652 10.00 26520.00 15) Sod SF 3840 0.70 2688.00 NAME DAVE BERTO DATE 11- May -92 1) REPLACE TYP 1 LID W /TYPE 2 LS 350.00 350.00 PER ESTIMATE PACE ADDITION 0.00 ` 0.00 0.00 0.00 0.00 DRAINAGE SUBTOTAL 42604.00 16) Monuments EA 8 160.00 1280.00 17) Barricade LF 36 32.00 1152.00 18) Street Signs EA 2 75.00 150.00 GRADING, SURFACING, CURB, AND SIDEWALK OTHER SUBTOTAL 2582.00 19) Rough Grade CY 1923.3 10.00 19233.00 20) Top Course CY 699.4 10.60 7413.64 21) Base Course CY 10.60 0.00 22) Asphalt Concrete Tons 478 44.50 21271.00 23) Curb Type A LF 1825.4 6.50 11865.10 24) Curb Type 8 LF 7.90 0.00 25) Curb Type R LF 7.60 0.00 26) Sidewalk SQ YD 16.20 0.00 GRADING AND SURFACING 59782.74 GRAND TOTAL 0.00 0.00 0.00 0.00 4/56 6a0- 00 104,968.74 STREET QUANTITIES PROJECT NO.- 1188A DESIGNER- DAVE BERTO PROJECT DESCRIPTION - PACE 1ST ADD STREET # 1 NAME- WABASH AVE LENGTH- 338.65 FT. WIDTH- 36.00 FT. BEGINNING STATION = 0.00 ENDING STATION = 338.65 TERM # 1 : CHOPPED TERM # 2 : CROSS STREET INCLUDED EW 0.00 PW 18.00 SK 0.00 RAD 20.00 ITEM SURFACE AREA- 13083.08 S.F. ROADWAY EXCAVATION 1.50 FT. CRUSHED SURFACING TOP COURSE 0.50 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE R EXISTING 0.00 FT. STREET # 2 NAME- BOLIVAR LENGTH- 436.88 FT. WIDTH- 36.00 FT. BEGINNING STATION = 0.00 ENDING STATION = 436.88 INTER # 1 T EXCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CUL -DE -SAC STANDARD TEMP RADIUS = 45.00 RADII = 20.00 TERM # 2 : CHOPPED ITEM SURFACE AREA- 19014.39 S.F. ROADWAY EXCAVATION 1.50 FT. CRUSHED SURFACING TOP COURSE 0.50 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A DATE- 5/11/92 MEASUREMENT QUANTITY 726.8 C.Y. 242.3 C.Y. 0.0 C.Y. 165.6 TONS PROPOSED 664.1 FT. MEASUREMENT QUANTITY 1056.4 C.Y. 352.1 C.Y. 0.0 C.Y. 240.6 TONS PROPOSED 832.9 FT. 1783.2 C.Y. 594.4 C.Y. 0.0 C.Y. 406.2 TONS 1497.0 FT. 9 tOJECI ? A clo r rem 1) Dca tnare Items ) Drywell — Type A ) Drywell — Type 13 Crate — Type 1 ) Crate — Type 2 i) Crate — Type 3. i) 13ackfill for DW 7) Concrete inlet 3) C.M. pipe 10 dia. 3) C.M. pipe 12" dia. 10) C.M. pipe 15" dia. 11) C.M. pipe 18" dia. 12) Precast Manhole 13) Solid Lid 14) Ditch Excavation 15) Sod Non Standard Drainage Items 1) 2) 3) 4) 5) 6) 7) 96/4 Units ()uan c1ry EA EA EA EA EA CY EA LF LF LF LF EA EA BOND ESQ FOKN NAME ' EAU_ CY • 2,5 SF Std I3dl Dwl Cone _Dia Page Dwl Dwl [3RF Inlet Pine Price Cost 4 Pt" .z9 4 ei y Goo p p Ore le Dia Dia OTHER Pipe Pipe eTY►E „ Fl1f 4e 3-oc/ /r -= /a-o cy,7 ty,a "$ ^ ;. @ .4o cy (a eo ey. a o-o al DATE 5. 11 • 4a (7 1.2' Wig_ 44-(4,)( 3ti (up v )7 2, 58o C`I E)CL L a"-\ PROJECT/rJACE ADD DRAINAGE ITEMS 1) Drywell - Type A 2) Drvwell - Type B 3) Grate - Type 1 4) Grate - Type 2 5) Grate - Type 3 6) Backfill For DW 7) Concrete Inlet 8) C.M. pipe 10" dia. 9) C.M. pipe 12" dia. 10) C.M. pipe 15" dia. 11) C.M. pipe 18" dia. 12) Precast Manhole 13} Solid Lid 14) Ditch Excavation 15) Sod NON STANDARD DRAINAGE ITEMS 1) REPLACE TYP 1 LID W/ TYPE 2 LS GRADING, SURFACING CURB, & SIDEWALK • � ~\` ]�� J ��` |/ � IC 'h � ��' r') �) »� *� 7 E.1=, �� � U� � � `�- �n- NAME JS DATE • 4/10/86 UNITS EA. EA. EA. EA. EA. CY EA. LF LF LF LF EA. EA. CY SF QUANTITY PRICE COST 1150.00 0.00 1400.00 0.00 270.00 0.00 290.00 0.00 270.00 0.00 8.50 0.00 500.00 0.00 12.()0 0.00 15.00 0.()0 18.00 0.00 21.00 0.00 1400.00 0.00 270.00 0.00 72 7.90 568.80 3840 0.50 1920.00 1. DRAINAGE SUBTOTAL 300 16} Monuments. EA. 2 140.00 280.00 17) Barricade LF 20.00 0.00 18) Street Signs EA. 1 75.00 75.00 OTHER SUBTOTAL o 19) Rough Grade CY 140.1 21) Top Course CY 105 20) Base Course CY 22> Asphalt Concrete Tons 71.8 23} Curb Type A LF 328.4 24) Curb Type B LF 25) Curb Type R LF 5.20 26) Sidewalk SO YD 13.00 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NON-STANDARD ROAD ITEMS 1) REMOVE CURB LF 76 4.00 2) 3} 4> GRADING AND SURFACING SURFACING GRAND TOTAL 9.00 15.00 12.00 40.00 4.25 5.20 0.09 300.()0 0.00 0.00 0.00 0.00 1260.90 1575.()0 0.()0 2872.00 1395.70 0.00 0.00 0,(>0 304.00 0.00 0.00 0.00 /-- PROJECT NO.- PE1188 /.'~--- SIGNER- as PROJECT DESCRIPTION-1 PAC E ADD/ \ _ STREET # 1 NAME- WABASH AVE LENGTH- 171 FT. WIDTH- 36FT. BEGINNING STATION = 329.20 ENDING STATION = 500.00 TERM # 1 : CROSS STREET INCLUDED EW 18.00 FW 18.00 SK 0.00 RAD TERM # 2 : CHOPPED ITEM SURFACE AREA- ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB EXISTING TOTALS STREET QUANTITIES MEASUREMENT DATE- 4/10/86 QUANTITY 5672.48 S.F. .67 FT. 140.1 . 50 FT. 105.0 0.00 FT. 0.0 . 17 FT. 71.8 0.00 FT. PROPOSED 328.4 20,00 C.Y. C.Y. C.T. TONS FT, ROADWAY EXCAVATION 143.1 C.Y. CRUSHED SURFACING TOP COURSE 105.0 C.Y. CRUSHED SURFACING BASE COURSE 0:0 C.Y. ASPHALT CONCRETE 71.8 TONS CURB 329.4 FT. PROJECT / < / NAME Cc / 7 DATE / /�i /A ( � v Item 7lN., Drainage i - - ems Units Quantity Price Cost 1) Drywell - Type A EA 2) Drywell - Type B EA 3) Grate - Type 1 4) Grate - Type 2 5) Grate - Type 3 6) Backfill for DW 7). Concrete inlet EA 8) C.M. pipe 10" dia. LF 9) C.M. pipe 12" dia. LF 10) C.M. pipe 15" dia. LF 11) C.M. pipe 18" dia. LF 12) Precast Manhole EA 13) Solid Lid EA 14) Ditch Excavation CY 15) Sod SF Non Standard Drainage Items 3) 4) 1 BOND EST FORM 1 EA EA EA CY 7 9-. 3T Q Std Bd1 Dwl Conc _Dia _Dia Dia OTHER Page Dwl Dwl BRF Inlet Pipe Pipe Pipe 1) 2) 3) 4) 6) (, y! ) 1 1 •0 J <(' V J 96/4 J )) 1 { I . ` ' ! I l L> fp )a i ) ? 1 == 7,2,. Y& r ,tP�c k o E . ef\So -1 FiaW Ste ( = DOW Z °8 �� �� D�a�fw t+ trios ` 'at) P ;lq � I mil' M 4 o- q . 49 39 . Z( • 63 L : t5 - 710 5, 7 /OCIF. 3 oK g dK R °" A- S A Uc ... s , • ;2.1:05.., I , S (o l .31 474-4 if. 402,5,C 33B a79-s.s, 143S s.c, C , 3z I 74 5..f. 85..c, to s. 'V, - Z'1. , z3 _ PP-4 coE .. - { 1- 046114 t1 t� n p F Cl�v ;Q Zo�j M1�-Q .� Cu. Ft /� 20$ Cc wi� 2 c9 ec D to ink res teAenzo,oM S Ftre 3 : t Sao PE Cuts Gcm6r44 6v.i 1 0,1 ovoset P'-A I a 'CI 4ea.<rCC) 1-1 N-4N Nc)M 78.9- 78,9 t 64.0 1 44,1 b/. tA: 3o. 4' 355 353 - A'43 P ' " /401 1 31 631 It i' t _ iF 1 a s. it. 2 ,� o 08 m o t N t P, E . tC s1 ADDitto'\1 ' M Ay.. wt 6.0K a a7e-ei-A ON t.4 tkoetaiA AV S. tS _COk- reou -�cD 'a Pon -.T° oF • �,► -, t zn2.4.7 1 '141 -i s i Tt1c i -Ou . t 4) 9 1(o ern* 45 ( o c, 2°44. C93 —20 -5.30a ( -33 D er .Poppy.r wouto es zo7`fv4- 7oa3, - A Y-7 //o , Pada Lev% , t� ¢ e Q 5 r � mAsnott o1l). Zit E 5t f- -207 am < St Oa. a? OJAMSA, G... 2cf17 2`f• ®7 o.7o 20 -LA( 5o — 7023,64{ 0.5.6 &U 't a bo ,kt— 2.o Z &1-,7 - � Z. � oa4. 07 = 0, o»( `ao &7-b4- bo g-t t/t►S4Z- LO••/C"�t �� 4(4 sM.t. wt L-E�h2_ !$ 2024. - 2.>23 . O �jv�3wtrcinL � 7-4 it - 2 0.7 0 et- 4.8 5c1. LE i l 0 N e- , . '2:08 SWfLH S■ T'(PE "B" bv./ `` \� \ \� \\ 44 4 W C,� \s 4 kvE Lot 2 t3Lk \NCE S nmvtT1o n; EUGENE E. FISHER, P.E. Civil Enyineeriny (509) 927 -0120 N. 3422 Kinney Road Otis otCha dS, K4 990 27 • 0oTr L D 1Y2_■e Su(a x... Lc ?\J cab PhC.2D55 TNT "z. o e" St..) AL.c. Es v - r 2 1 0 U'c t._Ctf ash'j R,I3 R N c Row EXPIRES 5 /12/ 92 . ., i 1 1 Date: To: From: Re: Language for the Dedication on The private roads and /or common areas shown on this plat are hereby dedicated to the (Home Owners Association) created by document recorded (date) under Auditor's document number The private roads and /or common areas cannot be sold or transferred, regardless of any provisions in the covenants to the contrary, and shall be considered subservient estates for tax purposes to the other lots created herein. The private roads, as shown hereon, are easements which provide a means of ingress and egress for those lots within the Plat having frontage thereon. Drainage easements, as platted and shown heron, which are for the purpose of installing, operating, and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted to the (Home Owners Association) or successors in interest.. The County of Spokane is hereby granted the right of ingress and egress to all private roads, common areas and /or drainage easements. The private roads and drainage easements are subject to the separate DECLARATION OF COVENANT as recorded (date) under Auditor's Document No. which by reference is made a part hereof. k \j \f \dedicat.pud 3/90 DECLARATION OF COVEN2-. • In consideration of the approval by Spokane County of "Development "), the undersigned coCenants (hereinaf agrees thated to as.the 1. The subdivider /sponsor will' con'struct the private;'.i'oads and associated drainage facilities in conformance with the` approved plans on file in the County Engineer's Office. 2. A lot is served by the private road when: (a) the only road frontage for the lot in the Development is on the private road; or (b) a lot having frontage on more than one road (public or private) constructs an approach to the private road. 3. The Home Owners Association or their successors in interest shall maintain the private roads and associated drainage facilities in conformance with the .approved plans on file in the County Engineer's Office. 4. The owner(s) of any lot created by the Development or alteration thereof and served by a private road shall be responsible for financing the maintenance of said private road including associated drainage facilities. 5. Maintenance financing of the private roads and associated drainage facilities shall be in a manner determined by the Home Owners Association or their successors in interest. 6. Should the Home Owners Association be terminated for any reason, the successors in interesttah'all be the individual lot owners, or their successors in interest; ; aho are members of the Horne Association at the time of said termination. 7. In the event such private road including associated drainage facilities is improved to Spokane County standards for public streets, and the County is willing to accept the dedication of such road and drainage facilities, each lot owner shall execute any documents necessary to accomplish such dedication. 8. Owners of lots within the Development who are served by such road, may sue and recover damages and attorneys' fees from any owner of any lot within the Development which is similarly, served who refuses' to participate in the road and drainage facilities construction, financing, and maintenance. 9. WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads and associated drainage facilities contained within or providing service to the property described in this Development. By accepting this development or subsequently by allowing a building permit to be issued for property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish,' examine, survey, construct, alter, repair, improve, maintain, provide: drainage or snow removal on a private road or its' associated drainage' facilities. 10. Whenever the Horne Owners Association or their successors in interest fail to maintain the drainage facilities in conformance with the approved drainage plan, a notice will be given to the Home Owners Association or their successors in interest by the County. If not corrected after 10 days, the County has the right to correct the maintenance failure or have it corrected at the expense of the Home Owners Association or their successors in interest. Gentlemen: S P O I< n N E OI:I,cI 01: Ti II: COUNTY ENGINEER • Ronald C. I P.E., County Engineer N. 814 Jefferson k \w \f\rcvlcw. i t t GENE. F. Date: A DIVISION 01:11111 PUBLIC WORKS DEPARTMENT Dennis M. Scoll, P.G., Director M1Y I t9qa_ SUBJECT: PAC sty ADD, rto #6 � — Sy g � I T, - :_ A review of the road, drainage, and parking plans for the above - referenced plat, short plat, binding site plans and /or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer William H. Hemmings P. E. Senior Review Engineer Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 Date: N .NE E. + fs e ,E., Gentlemen: OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director MAY 1 1 t99.3__ SUBJECT: PAC s-r A - Dot rloN — Swevtiirrt- 11 A review of the road, drainage, and parking plans for the above - referenced plat, short plat, binding site plans and /or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. If you have any questions about this review, please contact us at 456 -3600. Thank you. N. 811 Jefferson k \w \l\rcvtcw. i t t Spokane, WA 99260 -0180 Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer 1 William H. Hemmings P. E. Senior Review Engineer (509) 456 -3600 FAX (509) 456 -4715 FROM ANGLE DIST NORTH EAST TO P188A PACE 1ST ADDITION EXTERIOR BOUNDRY 3 -31 -92 D.B. AUTO INVERSE ** *iris START 2000.00000 2000.00000 1 INV S 89 51 17.0 W 511.6700 1998.70262 1488.33164 INV N 0 00 22.0 E 435.5600 2434.26262 1488.37810 INV N 89 54 49.0 E 510.9900 2435.03308 1999.36752 INV S 4 04 26.0 E 192.6200 2242.89978 2013.05180 INV S 0 00 15.0 W 50.0000 2192.89978 2013.04816 INV S 3 52 11.0 W 193.3400 2000.00058 2000.00002 LAT & DEP - 0.00058 - 0.00002 7 HCLOSE S 2 13 20.5 W 0.0006 2000.00000 2000.00000 PREC = 1 TO 3286016 Area = 225821.65 sq ft 5.18415 ac 1 FROM ANGLE DIST NORTH EAST TO P1188A BLOCK 2 SIDELINES 3 -32 -92 D.R. AUTO INVERSE * * * ** START 1998.70262 1488.33164 2 2 INV N 0 00 22.0 E 435.5600 2434.26262 1488.37810 3 INV N 89 54 49.0 E 173.8900 2434.52481 1662.26790 23 23 INV S 0 00 57.0 W 5.7300 2428.79481 1662.26632 24 RADIAL S 89 59 03.0 E DELTA 3 36 43.0 RT RADIUS 385.0000 TAN 12.1393 L -ARC 24.2705 RADIAL S 86 22 20.0 E RP 2428.90120 1277.26633 25 24 CHORD S 1 49 18.5 W 24.2665 2404.54057 1661.49486 26 TAN @PT S 3 37 40.0 W 26 INV S 3 37 40.0 W 217.7600 2187.21692 1647.71623 27 RADIAL N 86 22 20.0 W DELTA 1 48 55.0 LT RADIUS 435.0000 TAN 6.8915 L -ARC 13.7819 RADIAL N 88 11 15.0 W RP 2159.69257 2081.84457 28 27 CHORD S 2 43 12.5 W 13.7813 2173.45111 1647.06220 29 TAN @PT S 1 48 45.0 W RADIAL N 88 11 15.0 W DELTA 8 09 57.0 LT RADIUS 435.0000 TAN 31.0508 L -ARC 61.9965 RADIAL S 83 38 48.0 W RP 2159.69257 2081.84457 30 29 CHORD S 2 16 13.5 E 61.9440 2111.55570 1649.51617 31 TAN @PT S 6 21 12.0 E RADIAL N 83 38 48.0 E DELTA 47 08 46.0 RT RADIUS 20.0000 TAN 8.7266 L -ARC 16.4571 RADIAL S 49 12 26.0 E RP 2109.34251 1629.63900 32 31 CHORD S 17 13 11.0 W 15.9967 2096.27600 1644.78055 33 TAN @PT S 40 47 34.0 W RADIAL N 49 12 26.0 W DELTA 17 17 33.0 LT RADIUS 50.0000 TAN 7.6031 L -ARC 15.0906 RADIAL N 66 29 59.0 W RP 2063.60974 1682.63442 34 33 CHORD S 32 08 47.5 W 15.0333 2083.54742 1636.78152 35 TAN @PT S 23 30 01.0 W RADIAL N 66 29 59.0 W DELTA 78 44 59.0 LT RADIUS 50.0000 TAN 41.0337 L -ARC 68.7221 RADIAL S 34 45 02.0 W RP 2063.60974 1682.63442 36 35 CHORD S 15 52 28.5 E 63.4391 2022.52767 1654.13419 37 TAN @PT S 55 14 58.0 E RRDIAL N 34 45 02.0 E DELTA 54 05 02.0 RT RADIUS 20.0000 TAN 10.2090 L -ARC 18.8788 RRDIAL N 88 50 04.0 E RP 2006.09484 1642.73409 38 37 CHORD S 28 12 27.0 E 18.1857 2006.50167 1662.72995 39 TAN @PT S 1 09 56.0 E RADIAL N 88 50 04.0 E DELTA 1 01 13.0 RT RADIUS 385.0000 TAN 3.4280 L -ARC 6.8558 RADIAL N 89 51 17.0 E RP 1998.67024 1277.80961 40 39 CHORD S 0 39 19.5 E 6.8557 1999.64644 1662.80838 41 TAN @PT S 0 08 43.0 E 41 INV S 0 08 43.0 E 0.5000 1999.14644 1662.80964 42 42 INV S 89 51 17.0 W 174.4800 1998.70403 1488.33020 43 LRT & DEP - 0.00141 0.00144 43 HCLOSE S 45 38 45.7 E 0.0020 1998.70262 1488.33164 2 PREC = 1 TO 612632 Area = 70905.13 sq ft 1.62776 ac FROM ANGLE DIST NORTH EAST TO BLOCK 3 SIDELINES AUTO INVERSE * * * ** START 2000.00058 2000.00002 7 7 INV N 3 52 11.0 E 193.3400 2192.89978 2013.04816 6 6 INV N 89 59 46.0 W 148.8200 2192.90988 1864.22816 44 RADIAL N 0 00 14.0 E DELTA 0 37 44.0 LT RADIUS 1019.0200 TRN 5.5925 L -ARC 11.1849 RADIAL N 0 37 30.0 W RP 1173.88988 1864.15900 45 44 CHORD S 89 41 22.0 W 11.1849 2192.84925 1853.04344 46 TRN @PT S 89 22 30.0 W RADIAL N 0 37 30.0 W DELTA 3 45 34.0 LT RADIUS 1019.0200 TAN 33.4433 L -ARC 66.8627 RADIAL N 4 23 04.0 W RP 1173.88988 1864.15900 47 46 CHORD S 87 29 43.0 W 66.8507 2189.92776 1786.25662 48 TRN @PT S 85 36 56.0 W RADIAL S 4 23 04.0 E DELTA 6 35 29.0 RT RADIUS 596.1500 TAN 34.3288 L -ARC 68.5820 RADIAL S 2 12 25.0 W RP 2784.33316 1740.68195 49 48 CHORD S 88 54 40.5 W 68.5441 2188.62535 1717.72486 50 TAN @PT N 87 47 35.0 W RADIAL N 2 12 25.0 E DELTA 90 48 10.0 LT RADIUS 20.0000 TAN 20. L -ARC 31. . GOflTOI M AA ZS 45 _Ot W RP 2168.64018 1716.95468 51 50 CHORD S 46 48 20. W 28.4817 2169. '128 1696.96068 52 TAN@PT S 1 24 15.o W RADIAL N 88 35 45.0 W DELTA 7 04 19.0 LT RADIUS 385.0000 TAN 23.7902 L -ARC 47.5201 RADIAL S 84 19 56.0 W RP 2159.69590 2081.84507 53 52 CHORD S 2 07 54.5 E 47.4899 2121.67325 1698.72723 54 TRN @PT S 5 40 04.0 E RADIAL S 84 19 56.0 W DELTA 53 23 17.0 LT RADIUS 20.0000 TAN 10.0563 L -ARC 18.6359 RADIAL 5 30 56 39.0 W RP 2123.64845 1718.62946 55 54 CHORD S 32 21 42.5 E 17.9690 2106.49508 1708.34541 56 TRN @PT S 59 03 21 :0 E RADIAL N 30 56 39.0 E DELTA 17 37 01.0 RT RADIUS 50.0000 TAN 7.7480 L -ARC 15.3737 RADIAL N 48 33 40.0 E RP 2063.61164 1682.63528 57 56 CHORD S 50 14 50.5 E 15.3132 2096.70268 1720.11838 58 TRN @PT S 41 26 20.0 E RADIAL N 48 33 40.0 E DELTA 85 58 15.0 RT RADIUS 50.0000 TAN 46.6020 L -ARC 75.0237 RADIAL S 45 28 05.0 E RP 2063.61164 1682.63528 59 58 CHORD S 1 32 47.5 W 68.1812 2028.54630 1718.27826 60 TRN @PT S 44 31 55.0 W RADIAL N 45 28 05.0 W DELTA 46 31 43.0 LT RADIUS 20.0000 TAN 8.5986 L -RRC 16.2415 RADIAL 5 88 00 12.0 W RP 2014.52016 1732.53545 61 60 CHORD S 21 16 03.5 W 15.7989 2013.82333 1712.54759 62 TRN @PT S 1 59 48.0 E RADIAL N 88 00 12.0 E DELTA 1 51 05.0 RT RADIUS 435.0000 TAN 7.0287 L -ARC 14.0561 RADIAL N 89 51 17.0 E RP 1998.66735 1277.81170 63 62 CHORD S 1 04 15.5 E 14.0555 1999.77032 1712.81030 64 TRN@PT S 0 08 43.0 E 64 INV S 0 08 43.0 E 0.5000 1999.27032 1712.81157 65 65 INV N 89 51 17.0 E 287.1900 1999.99851 2000.00065 66 LAT & DEP 0.00206 - 0.00062 66 HCLOSE N 16 49 31.5 W 0.0022 2000.00058 2000.00002 7 PREC = 1 TO 461459 Area = 56391.96 sq ft 1.29458 ac rflflT Tin CENTERLINE WABASH AVENUE AND BOLIVAR NORTH AUTO INVERSE * * * ** START 2242.89978 2013.05180 5 5 INV S 0 00 15.0 W 25.0000 2217.89978 2013.04998 67 67 INV N 89 59 46.0 W 148.8200 2217.90988 1864.22998 68 RADIAL N 0 00 14.0 E DELTA 4 23 18.0 LT RADIUS 1044.0200 TAN 40.0008 L -ARC 79.9624 RADIAL N 4 23 04.0 W RP 1173.88988 1864.15912 69 68 CHORD S 87 48 35.0 W 79.9429 2214.85460 1784.34553 70 TAN @PT S 85 36 56.0 W RADIAL S 4 23 04.0 E DELTA 8 00 44.0 RT RADIUS 571.1500 TAN 39.9999 L -ARC 79.8694 RADIAL S 3 37 40.0 W RP 2784.33316 1740.68207 71 70 CHORD S 89 37 18.0 W 79.8044 2214.32764 1704.54292 72 TAN @PT N 86 22 20.0 W 72 INV N 86 22 20.0 W 30.0000 2216.22588 1674.60303 73 73 INV N 3 37 40.0 E 187.1100 2402.96094 1686.44230 74 RADIAL S 86 22 20.0 E DELTA 3 36 43.0 LT RADIUS 410.0000 TAN 12.9275 L -ARC 25.8465 RADIRL S 89 59 03.0 E RP 2428.90343 1277.26387 75 74 CHORD N 1 49 18.5 E 25.8423 2428.79013 1687.26385 76 TAN @PT N 0 00 57.0 E 76 INV N 0 00 57.0 E 5.7700 2434.56013 1687.26545 77 77 INV S 89 54 49.0 W. 25.0000 2434.52243 1662.26548 78 LAT & DEP 0.00237 0.00243 78 HCLOSE N 45 40 01.0 E 0.0034 2434.52481 1662.26790 23 PREC = 1 TO 178916 No Area FROM ANGLE DIST NORTH EAST TO BOLIVAR SOUTH AUTO INVERSE * * * ** START 2216.22588 1674.60303 73 73 INV S 3 37 40.0 W 30.6500 2185.63729 1672.66367 79 RADIRL N 86 22 20.0 W DELTA 14 57 10.0 LT RADIUS 410.0000 TAN 53.8056 L -ARC 106.9998 RADIAL S 78 40 30.0 W RP 2159.69480 2081.84210 80 79 CHORD S 3 50 55.0 E 106.6964 2079.18146 1679.82518 81 TAN @PT S 11 19 30.0 E RADIRL N 78 40 30.0 E DELTA 11 10 47.0 RT RADIUS 410.0000 TAN 40.1276 L -ARC 80.0004 RADIAL N 89 51 17.0 E RP 1998.66812 1277.80826 82 81 CHORD S 5 44 06.k E 79.8736 1999.71 1687.80695 83 TAN @PT S 0 08 43. E 83 INV S 0 08 43.0 E_ 0.5000 1999.20771 1687.80821 84 84 INV N 89 51 17. E 25.0000 1999.27110 1712.80813 85 LAT & DEP -0.78 0.00344 85 HCLOSE S 77 15 20.7 E 0.0035 1999.27032 1712.81157 65 PREC = 1 TO 69036 No Area FROM ANGLE P1188A PACE 1ST ADDITION BLOCK 1 SIDELINES 3 -31 -92 D.B. AUTO INVERSE * * * ** START 4 INV S 8 INV N RADIAL N DELTR RADIUS TAN L -ARC RADIAL N RP 9 CHORD S TRN @PT S RADIAL N DELTA RADIUS TAN L -ARC RADIAL N RP CHORD S TRN @PT S RADIAL S DELTA RADIUS TAN L -ARC RADIAL S RP 13 CHORD S TAN @PT N RADIAL S DELTA RADIUS TAN L -ARC RADIAL N RP 15 CHORD N TAN @PT N 17 INV N RADIAL S DELTA RADIUS TAN L -ARC RADIAL S RP 18 CHORD N TRN @PT N 20 INV N 21 INV N 11 22 4 04 26.0 E 89 59 46.0 W O 00 14.0 E O 35 58.0 LT 1069.0200 5.5922 11. 1844 O 35 44.0 W 89 42 15.0 W 89 24 16.0 W O 35 44.0 W 3 47 20.0 LT 1069.0200 35.3593 70.6928 4 23 04.0 W 87 30 36.0 W 85 36 56.0 W 4 23 04.0 E 6 22 43.0 RT 546.1500 30.4323 60. 8017 1 59 39.0 W 88 48 17.5 W 88 00 21.0 W 1 59 39.0 W 91 38 01.0 RT 20. 0000 20.5785 31. 9862 86 22 20.0 W 42 11 20.5 W 3 37 40.0 E 3 37 40.0 E 86 22 20.0 E 3 36 43.0 LT 435.0000 13.7158 27. 4225 89 59 03.0 E 1 49 18.5 E O 00 57.0 E O 00 57.0 E 89 54 49.0 E DIST NORTH 192.6200 148. 8200 11.1843 70.6799 60. 7703 28. 6846 141. 8900 27.4180 5. 8200 287.1000 2435.03308 2242.89978 2242.90988 1173. 88988 2242.85213 1173. 88988 2239.78144 2784.33316 2238.51392 2 258.50181 2259.76729 2401. 37297 2428.89732 2428.77711 2434.59711 2435.02999 EAST TO 1999.36752 2013.05180 1864. 23180 1864.15924 1853.04761 1864.15924 1782.43445 1740.68219 1721.67740 1722.37336 1702.41343 1711.39143 1277.26310 1712.26308 1712.26469 1999.36437 LAT & DEP 0.00308 0.00315 HCLOSE N 45 38 20.5 E 0.0044 2435.03308 1999.36752 PREC = 1 TO 221750 Area = 57692.68 sq ft 1.32444 ac 4 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 4 SPOKANE COUNTY COURT HOUSE TO. 4DIE MEMORANDUM Division of Engineering and Roads Division of Utilities Division of Buildings Spokane County Health District Fire Protection District No. 9 Trentwood Irrigation District b ) *,N) . )j PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE 456 -2205 SPOKANE, WASHINGTON 99260 FROM: Thomas Veljic, Planner I DATE: March 27, 1992 SUBJECT': Review of Final Plat PE- 1188 -79 Pace 1st Addition Con r Enclosed find copies of the above referenced final plat. Please review and forward any comments by April 10, 1992. If you have any questions you may contact Thomas Veljic at 456 -2205. Thank you. sam Enclosure c: Marlene Bonenko, 6807 North Argonne Road, Spokane, WA 99207 SPO +NC COU NIT COURT „ OUSC TO: File PE- 1188 -79 FROM: Thomas Veljic Planner I Cl BROADWAY CENTRE BUILDING N 721 JEFFERSON STREET PHONE 4 56 -2205 SPOKANE, WASHINGTON 99260 MEMORANDUM DATE: March 20, 1991 SUBJECT: Final Plat Conditions of Approval CONDITIONS OF APPROVAL ) i C13:13M " PLANNING DEPARTMENT - RECE VED MAR 2 1 1991 SPOt,NE COUNTY ENGINEER There have been recent inquiries regarding finalization of this plat. As mentioned in the Findings and Order and Decision of May 14, 1990 (see attached) an exhaustive search of the file was done and the conditions of approval are as stated below: BOARD OF COUNTY COMMISSIONER'S CONDITIONS (UPDATED) That the density be reduced to lots consisting of preferably 15,000 square feet with no Lots containing less than 14,500 square feet. 2. That the hereinafter enumerated conditions are hereby adopted as additional conditions of approval: a. No single -wide manufactured homes are permitted on any lot. b. Each manufactured home shall have a minimum floor area of 1,000 square feet excluding porches, decks, and other similar structures. Each manufactured home or dwelling shall have either an attached or a detached garage with space for a minimum of one vehicle. d. All manufactured homes shall have pitched roofs with asphalt, fiberglass or cedar shingles and eaves, and shall be placed on permanent foundations. PLANNING DEPARTMENT CONDITIONS (UPDATED) 1. The final plat shall be designed substantially in conformance with the preliminary plat of record. No increase of density or number of lots shall occur without a change of condition application submittal and approval. 2. The Planning Director /designee shall review any proposed final plat to ensure compliance with these Findings and Conditions of Approval. 3. The preliminary plat is given conditional approval for two (2) years, specifically to June 1, 1992. The applicant may request an extension of time by submitting a written request approximately forty -five (45) days prior to the above expiration date. 4. A final plat name /number shall be indicated before the final plat is filed, such name /number to be approved by the Planning Director /designee. 5. Appropriate road name(s) shall be indicated. PE- 1188 -79 . 0 Page 2 Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the final plat. Three (3) current certificates of title shall be furnished to the Planning Department prior to filing the final plat. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all private, "Tract X" or public roads. The dedication shall contain the following statement: "Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The ' setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." 9. A plan for water facilities adequate for domestic service and fire protection be approved by the water purveyor, appropriatefire protection district, County Building & Safety Department and County Health District. The agencies will certify on the Water Plan, prior to the filing of a final plat, that the plan is in conformance with their respective needs and regulations. The Water Plan and certification shall be drafted on a transparency suitable for reproduction and be signed by the plat sponsor. 10. The water purveyor shall certify that appropriate contractual arrangements and schedule of improvements have been made with the plat sponsor for construction of the water system in accordance with the approved Water Plan. The time schedule shall provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final plat. The arrangements or agreements shall include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the subdivision sponsor to satisfactorily complete the approved water system. The final plat dedication shall contain the following statement: "The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fire protection district, County Building & Safety Department and water purveyor, shall be installed within this subdivision or binding site plan, and the applicant shall provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 12. No building permit will be issued for any lot within the final plat until certified by a Washington state - licensed engineer that "the water system has been installed pursuant to the approved Water Plan for the final plat," including a signed license stamp. The certification may be in the form of a letter, but is preferred to be certified on a copy of the Water Plan as a schematic map showing the "as- built" water system. 13. The Water Plan and the above four, (4) conditions of approval regarding the Water Plan may be waived by the Planning D /designee upon receipt of letters from the appropriate water purveyor and fire protection district stating that simple connections to an existing, approved water system will provide adequate domestic and fire protection water to ensure the public health, safety and general welfare. 14. A survey is required prior to the filing of a final plat. The plat dedication contain the statement that duplexes are prohibited on lots within this subdivision and only household pets are permitted. COUNTY ENGINEER'S DEPARTMENT CONDITIONS (UPDATED) 1. The conditional approval of the plat is given by the County Engineer subject to dedication of right -of -way and approval of the road system as indicated in the preliminary plat of record. PE- 1188 -79 Page 3 2. Plans, profiles; and cross - sections as designed to County standards showing proposed street centerline and curb grades shall be submitted to the County Engineer for approval prior to construction and/or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 3. Drainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval prior to construction and/or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 4. The regulations of the National Flood Insurance Program shall be observed. A development permit shall be obtained from the County Engineer before construction or development begins within any area of special flood hazard (reference Spokane County Ordinance No. 81- 0726). The following statement shall appear within the dedicatory language of the plat: "Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and the Spokane County Flood Zone Ordinance. Purchasers of the property within this subdivision are warned of possible flooding or ponding and the potential requirement to purchase flood insurance: This warning shall be carried in each and every deed drawn to transfer ownership of any and all property within the plat in the area of special flood hazard. This condition is applicable to driveway approaches, driveways and private roads constructed on the site for access." 5. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "as- built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 6. No construction work is to be performed within the existing or proposed public right -of -way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 7. All construction within the existing or proposed public right -of -way is to be completed prior to filing each final • plat, or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "as- built" plans and monumenting the street centerlines shall be filed with the County Engineer. A statement shall be placed in plat dedication that no direct access be allowed from lots to Bannen Road. 9. All public roads within the plat shall be designed and constructed to Spokane County standards. 10. Existing county roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 11. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 12. That the plat be redesigned so as to provide a stub road connection to the west. Said redesign shall be reviewed and approved by the Planning Department and the/ County Engineer's Office. COUNTY HEALTH DISTRICT CONDITIONS (UPDATED) 1. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that suitable sites for on -site sewage disposal systems are available on all lots. 2. The plat dedication will contain a statement to the effect that: "The public water system, as approved by county and state health authorities, the local fire district and 5cALE I "= 40' 4- N9E "B" OvJ 0 N N. 3422 Kenney Road l o NARO S_'_i e.4. _L ti Lcox Z ISLX 1 PLACE I Amt 11 tO • EUGENE F. FISHER, P.E. Civil Enginuenny (509) 927 -0120 !9D - bQQ■IEVJP,4 SUnI� 3�C ?t$caD D'(..2055 TN€ "208' SU Rt . E S M' T 10 UT It.Ct I ESA- 1 t( ‘J Rovv Cug3 Q043 r EXPIRES 5/12/ Vt. PE- 1188 -79 . Page 4 purveyor, will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot." COUNTY UTILITIES DEPARTMENT .CONDITIONS (UPDATED) 1. Pursuant to the Board of County Commissioners Resolution No. 80 -0418, the use of on -site sewer disposal systems is hereby authorized. This authorization is conditioned on compliance with all rules and regulations of the Spokane County Health District and is further conditioned and subject to specific application approval and issuance of permits by the Health District. 2. The dedication shall state: "The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94, which petition includes the owner(s)' property; and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94." 3. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 4. The dedication shall state: "Each new dwelling unit shall be double - plumbed for connection to future areawide collection systems." cc: Spokane County Engineer's Department Spokane County Health District Spokane County Utilities Department Spokane County Building and Safety Department Marlene Bonenko, 6807 North Argonne Road, Spokane, WA 99207 Eugene Fisher, P.E., 3422 North Kenny Road, Liberty Lake, WA 99019 BEFORE SPOKANE COUNTY PLANNING DEPARTMENT IN THE MATTER OF AN EXTENSION ) OF TIME REQUEST FOR ) FINDINGS OF FACT PE- 1188 -79 BONENKO (CROSBY) ) CONCLUSIONS AND AN APPROVED PRELIMINARY ) DECISION PLAT. ) THIS MATTER, a request for an extension of time from Marlene Bonenko has been received and decided upon, pursuant to Spokane County Subdivision regulation (Chapter III, Section G) and RCW 58.17.140. FINDINGS OF FACT The individual signing below has been properly delegated the responsibility for rendering this decision by the Spokane County Director of Planning. The subject preliminary plat was approved by the Board of County Commissioners on July 27, 1978. 3. If finalization of this subdivision does not occur prior to January 1, 1991, the existing zoning will be changed to the appropriate 'new zone,' of the Zoning Code which may have different standards or uses than originally requested. 4. The Comprehensive Plan designates this area of the preliminary plat as Urban, and the location is within the Priority Sewer Service Area. The Comprehensive Plan designation has changed since the original preliminary plat approval. 5. This is the sixth request for a time extension. The total life of the preliminary plat has been approximately 12 years. 6. Additional conditions have been recommended by the County Engineer's Office. 7. The original subdivision was approved in 1978 and received renewals through 1988. In 1988 the listed sponsor of the project failed to respond to a November 16th reminder to apply for an Extention of Time. Additionally, the surveyor of record was notified, but had gone out of business by that time. The subdivision was declared null and void at that time. Additional history regarding this file is summarized in a February 1, 1990 letter to Marlene Bonenko and is contained in the file. Extenuating circumstances are shown to be that Marlene Bonenko became the owner of the plat upon the death of her husband and had no way of knowing that the subdivision was going to expire and become null and void. Under under the policy in use in 1988, had Mrs. Bonenko applied for an extension, she would have received an extension. Although present policies would not have allowed an extension, the Planning Department has decided to grant to Mrs. Bonenko a two year Extension of Time. 8. This extension of time is granted based upon minimal progress. Most serious reexamination of progress toward finalizing should be shown or future extensions will likely not be granted. DECISION BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE- 1188 -78 is hereby APPROVED until June 1, 1992. CONDITIONS OF APPROVAL 1. Some conditions of approval are attached but an exhaustive search of the file will be needed to assertain all the conditions applicable. Check 1978 final plat files for list of Planning Department conditions. A consolidated set of applicable conditions of approval is attached. Additionally, the following apply. 2. The regulations of the National Flood Insurance Program shall be observed. A development permit shall be obtained from the County Engineer before construction or development begins within any area of special flood hazard (reference Spokane County Ordinance No. 81- 0726). Extension of Time Findings The following statement shall appear within the dedicatory language of the plat: "Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and the Spokane County Flood Zone Ordinance. Purchasers of the property within this subdivision are warned of possible flooding or ponding and the potential requirement to purchase flood insurance. This warning shall be carried in each and every deed drawn to transfer ownership of any and all property within the plat in the area of special flood hazard. This condition is applicable to driveway approaches, driveways and private roads constructed on the site for access." 3. Subsequent extension of time will only be considered upon a finding of substantial compliance with Chapter 111, Section G, of the Subdivision Ordinance; otherwise the preliminary subdivision approval will become null and void. DA 1 bD TIkIS P$ DAY OF MAY, 1991. THOMAS G SENIOR PL enclosure ■ R, AICP File No. PE- 1188 -79 Page 2 Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with $100 processing fee,to the Spokane County Planning Department, within ten (10) calendar days from the date this decision is signed. If you have any questions, please call the Planning Department at 456 -2205 kc c: County Engineer County Utilities County Health District County Building & Safety Marlene Bonenko, N. 6807 Old Argonne Rd., Spokane, WA. 99207 File REV 1/90 MADE 54 U S A W!IsoNOnes. 1989 MEMO DATE RECEIVED FROM z —z_e, - �uC7Gl�(= c 1 /i'P2- RECEIPT Address 3 Zvi Id K. "../ /� Y 0775 G 2C (14- 1 2.PS' . 1-J q ckyz- FOR (7 i�(C (! ' , 0 / V r out , L' ACCOUNT BEGINNING BALANCE AMOUNT PAID BALANCE DUE lid HOW PAID CASH CHECI MONEY ORDER CL / &83 EUGENE F. FISHER, P.E. CIVIL ENGINEERING ACCOUNT N. 3422 KENNEY RD. 927 -0120 OTIS ORCHARDS, WA 99027 BY PAY TO H ORDER OF TE � '- art.!, �Yf 7 M e� - 1 f ii 0(7 SECURITY PACIFIC BANK Greenwood Office 4060 PO. Box 30631, O' r_.." - I: L 250000371: 0608008 11 2 Q —2 (a N tl .V B E R 125731 2 0 A Oki. DOLLARS $ /b( ) 19 92 1683 D 0 LLAIRS November 15, 1991 Eugene F Fisher 3422 N Kenny Rd Otis Orchards, Wa 99027 RE: P1188A Gentlemen: S P O K A N E OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director Our records indicate that you still have a balance due for bill number 1855, dated August 30, 1991, in the amount of $38.73, and bill number 0067, dated September 30, 1991, in the amount of $779.96. Your plat will not be filed until the monies due have been paid. This means that once the County has completed it process, there will be a delay of at least a week and a half, and up to a month and a half, in order for our billing system to capture all of the costs, before your final bill can be prepared. All costs must then be paid to the County before your plat will be filed. If you have any questions regarding this matter, please contact this office. Very Truly Yours, Ronald C. Hormann, P.E. Spokane County Engineer Steve Case Accounting Technician 456 -3600 x -142 cc: Planning Engineer N. 811 Jefferson C O U N - r Y A DIVISION OF THE PUBLIC WORKS DEPARTMENT 353 Spokane, WA 99260 -0180 (509) 456-3600 FAX (509) 456 -4715 R , I , aarr OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer October 23, 1991 Eugene F Fisher 3422 N Kenny Rd Otis Orchards, WA 99027 Gentlemen: A DivisioN OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director According to our records, your account is past due, which may cause a delay in filing your plat. This is a reminder that the amount relating to the following agreement has not been paid: Agreement Number P1.188Ali Bill Number Amount Of Bill 1855 $ 38.73 We would appreciate your payment. If you have any questions, please contact me. If you have recently paid this amount please disregard this letter. Very Truly yours, Ronald C. Hormann, P.E. Spokane County Engineer Steve Case Accounting Technician 456 -3600 x -142 cc: Planning Engineer N. 811 Jefferson 286 Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 S P O K A N E OFFICE OP T 1 I: COUNTY ENCINEER • Ronald C. Hormann, P.E., County Enginec October 24, 1991 Dear Mr. Mosier: You have requested information about our requirements for floodplain development permits in the flood zone in the area of Pace Addition. The best data we have available on the flood zone is the proposed Flood Insurance Rate Map from the Federal Emergency Management Agency. Frogs that information we think the Pace Addition is within a B Zone. If an owner of a lot in Pace Addition were to apply for a building permit and an associated floodplain development permit for constructing a house on the lot, we would require that the lowest opening of the structure be at least one foot above the highest curb elevation on the street fronting the lot. This is our current requirement. If the information we have changes, then the lowest opening elevation we would use could also change. I hope this information meets your needs. Sincerely, Brenda Sims Stormwater Program Planner h\I\I \mosicr N. 811 Jefferson 1 A DIVISION OFTUE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Spokane, WA 99260 -0180 1509)456 -3600 FAX (509) 456 -4715 .4 - ,g WELLESLEY -3 11. \ ) rtyl ?. c 8489 00 9884 A w Q /Y0 /4 "E /93.84 c) 0 °4'/6 "C /flag k get ki / — 93 x . s3 ° S8' / /"y 9 // Ti //1/ /(/1///y ' & 90.29 6 =7 „20/7f -o / =L' /B'ES' =1 .o- GIGO/ -7 E /Od1 00'x9 = � �0 /� =y „o�ls°�n' =v R7'0/t= = 9549 ,Yp °x'22 "E L O C11 ‘ BGA' 2 43�. a8 .V6,5 89,76 T /2n '7 /1 l/7(../ 96.46 Crs a 43546 / /C //V 86.7.5 86.93 S3°374D'1' 2/776 66K 414 nap 96./6 • 98 B9 /92. D3 2`7 T 6,596 E /9/ 94- 99D9 52.96 L •2; 0 3.0 2.9 2.8 2.7 2.6 2.5 2.4 2.3 2.2 2.1 2.0 1.9 1.8 A 1.7 1.6 w .5 �' 1.4 .3 w I.2 ° 1.1 w 1.0 -c 0.9 u 0.8 z - 0.7 w 0.6 > 0.5 5 0.4 w 0.3 0.2 0.1 0.0 NIA3oL. A@le¢( -1 Sect . ACC -1 i1/4-1_ - Lo Co(,t.Ecxoc+. A nt.• - $ A 2c ko $ PiZt V fit R-OAso -- Q- r I 1 O. (06 - O./ = ©.S �e Cr" O€AVEL.. !'ecP Lit Rep - STABILOMETER R VALUE 10 20 30 40 50 60 70 80 90 8 t C 0 0 5 1.0 1.5 2.0 2.5 3 0 MODIFIED SURFACING DEPTH (FEET) EXAMPLE: Glven an R value of 25 and a traffic Index of 6.0. cover thickness requirements can be determined as follows: An equivalent gravel depth of 1.65' (round to 1.71 at point A. A modified surfacing depth of 1.05 feet at point B for a pave.T.ent of 0.35 foot ACP + 0.35 foot ACB. A modified surfacing depth of 1.41 foot (round to 1.45) for pavement Of 0.35 foot ACP. STRUCTURAL DESIGN CHART FOR FLEXIBLE PAVEMENTS Figure 520 - I a Design Ntanual is ■ • MUM - ■ Wn■n■■■■0W- » -W -- •' q �O■W I ■ �' ■ •••••nn•n•n n MEW 1 nn W�W�WV m . . o ,�. ■. I■ WWWn■mmwW.N ■n =nnn■nwnW1• ■ ••ate Q�� • nn• . 0 � 0 . . t�■ -'- - a te •qnn ■ ACP + 0 ACB - gym �■■ ■� �■ p �� � • nn■■n■W■nnn n n ■� IW■n ■ ■ ■ ■ ■ ■ ■ ■ ■ ■nn■■■W■ ■■� 0 35' ACP i I -, o -: ■ {-■ ■ . + 0.35' aC8 �di ■ ���� �C ' S ■ ' . as ' .. I - I I } ' ■ H ■ [11, IF = H 1 + 1 _ 1 -H - /-I N1 C' I L -C{ _. 0.35' ACP 0.25 ACP + 0.35 ACB __ - ACP • . 1 ) -..l {jr 'EE - 1 - ` _t -f -- j L y _.. 0.25' ACP _. - � .5: 0.20'ACCP S ,i I :. I . ` ate " : r - 1.: fi • ,a : . 1±41 r:. 0 ACP f 04 . `n■■■■■n■W■■ vn \WWW■nnnw ■Wn / saw A b. ■ ' t -,- � ' , T • 111M• /awl .÷:_..4___ . 'n■■■■■ rt ■ 3c1�■■■�ra. pa i IN NM WE M . • , .� iiY . - . .- n V■■nann mWnsJa�ri V■W■tlY k0. _........ M , /an 11 % all AIM Iry MI Wa1® - 1 T yid - . . yag_ ec_ W ■■n• .. • T . A a iwO NC _■� y _ te•MIS• � •••• .. 4, • N g a an W n■ , ,a JrnII MI NIM Mtn .. F � n / YY la m AIA� WWI .. a � Miami W . W. • 4/, gm MI I UM. .i q Y gi�A �W : : : UMW ti WHIM +4I 0 3.0 2.9 2.8 2.7 2.6 2.5 2.4 2.3 2.2 2.1 2.0 1.9 1.8 A 1.7 1.6 w .5 �' 1.4 .3 w I.2 ° 1.1 w 1.0 -c 0.9 u 0.8 z - 0.7 w 0.6 > 0.5 5 0.4 w 0.3 0.2 0.1 0.0 NIA3oL. A@le¢( -1 Sect . ACC -1 i1/4-1_ - Lo Co(,t.Ecxoc+. A nt.• - $ A 2c ko $ PiZt V fit R-OAso -- Q- r I 1 O. (06 - O./ = ©.S �e Cr" O€AVEL.. !'ecP Lit Rep - STABILOMETER R VALUE 10 20 30 40 50 60 70 80 90 8 t C 0 0 5 1.0 1.5 2.0 2.5 3 0 MODIFIED SURFACING DEPTH (FEET) EXAMPLE: Glven an R value of 25 and a traffic Index of 6.0. cover thickness requirements can be determined as follows: An equivalent gravel depth of 1.65' (round to 1.71 at point A. A modified surfacing depth of 1.05 feet at point B for a pave.T.ent of 0.35 foot ACP + 0.35 foot ACB. A modified surfacing depth of 1.41 foot (round to 1.45) for pavement Of 0.35 foot ACP. STRUCTURAL DESIGN CHART FOR FLEXIBLE PAVEMENTS Figure 520 - I a Design Ntanual ROAD NAME 1,-%,(.1.4 S it Other Tests Needed Listed Below: XSECIORM. DN2 SPOKANE COUNTY ENGINEER'S OFFICE Geotcchn Analysis TO: MATERIALS LABORATORY Date: Section Township Range Project # /9 //D 5g / Activity # "! 70 5 (See attached section map) FROM \ / /c-. I ?�_✓J Please furnish Stabilometer R values for the soils on the following project, in accordance with the attached agreement with the developer. R VALUES LOCATION Gel S l >71 C,1 Drainage - Percolation greater than 72 "lhr. Yes gC No Est. 22 'V Act_ Drilling Request Estimate f7 Priority (1) Needs to be drilled. (2) Estimate of 'R' value and perc given. These estimates can be used as a basis for plan approval with note 'actual surfacing depths will be based on 'R' value tests." (3) Estimate of 'R value and perc given. Not necessary to drill / Remarks* Ju Cy /e4 r.� /V 0 / i'y/4Ae./+/ 4 S 4 �/�c 7 (rteZ � Q /.c s /)/o 'Please note any unusual characteristics of soils and/or topography. Are the soils suitable for the use of drywells? Are there any unusual drainage considerations? .1.334 H1&G PERC -RATE DNIU -W MNff10 -WJ 0V3-S 0 31400-3 TUBE SAMPLE NO. PENETRATION] 11 1 RESISTANCE (N) VALUE BLOW / FT. % '1N311400 1 3WUS ion COLOR MATERIAL DESCRIPTION 1 GROUNDWATERI CV _lit 3-001 — — 40 (1RRD DAY B. SANG` / Stir tJ�GP,AUELTO CoBW tS 5' _ - Ew►O or 30 @ 5' (►•io RZFusPL) 3 SUBSURFACE SHEET N 1 OF 2_ EXPLORATION LOG JOB NO P IIR€ A JOB TITLE Ttsr %OLE_ 1112.LL.L(PC (1Z-- 11111 LOCATION PROF J Sr AOON. • MI in • If AP,AsM %%Of P Nu) SUTt DATE R - n'1 -9 DRILLER t) tT< INSPECTOR n 1.SM 1T4.. SAMPLE HAMMER: WT DROP TYPE DRILLING CONTRACTOR Cfl NOTE: THE LOO CF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITION$ AT OTHER LOCATIONS AND TIMES. \ . 4 . 1 4ten f n < 1 Ark ' . 6 11 n /(.) - l,lln hncn P ' Lab No. 1 59 5r4 rnA ( g I 11- t.Jj r{ rra l)P MU Log Sample No. ba Charge No. I 15?? A a96. :.7 /0 37. 44. /35. / /22 :7 L. ,Rle.() 4 h'h 5'c 5 3 COMPACTION cc.H20 In sample Compactor Pressure Number of Blows DENSITY MOISTURE Wt. Specimen In Mold Wha In Mold Wt: Mold Wt. Specimen HL Specimen Wet Density lbs /It9 Dry Density ms /its Wt. Wet Soil Wt. Dry Soil Wt. Moisture 96 1120 - EXUDATION PRESSURE Dial Reading 1 P81 SWELL PRESSURE DIaI Reading 2 PSI PERMEABILITY Drainage STABILOMETER "Ph" at 500 1000 # 2000 Turns Displacement "D" Value "R" Calculated Value "R" Adjusted lop Height 11 = 100 = (100/(2.5/D)(100/Ph -1) +1 Where: Ph = Stabllometer pressure D = Turns Displacement Exudation Pressure P.SJ. Corrected "R" Value 55 Swell Pressure P.S.I. 2000 Om (c* )k I Date Dial Reading 1 / area (12.5663) From Chart (attached) P = Kd K = .030 psi d = DIaI Reading 2 Remarks: all secenples c n4atncd lar3c amoun}S oramittic al5. 133! H1d30 PERC-RATE 2 S JINf1H0-W0 DVS-8 a0 3803 -3 TUBE SAMPLE NO. PENETRATION RESISTANCE (N)VALUE 1 1 BLOW/ FT. % '1N31NO3 I 3Uf.LS IOW 1 1 COLOR MATERIAL DESCRIPTION GROUNDWATER 0' - - Ira to - HAIM Day . ���/ SANDY SILT " 46KAU E.L- TO C9 66L.£S 5` 10= Stma.R4 io B -oo2 or LtSs FtNEs _rye _ to _VIReD _ ' DRY Belo. GRAUf.L TO COBBLES 4 sAwOY SILT TO- bow-OE� IS - - — - - - - - - - - - - - - - Eta° of BORE. t9 15 (p0 REVusRL. rL iC[DLATI OW Hots- Cou_Apsi To aY,! 'DEPTH. -O RAN PER., TEST Ah)Yu)AY oh) VA / , OKLAt*JLO EAJT\RE Mus.C GALS) IN C l. aNtwa. SO SQC. to Me t f LtE.L._ t•Yci)sC_ Rase_ 'A6oUE bo torn OF \ -koL.E..,5 Z THE t L F0R ASSw.v 'E. VE 9C RATE. GQEiATER 1 T9R1J 13" V€.t \iou.R, 8 Joe NO lIR$ LOCATION DRILLING CONTRACTOR SPOKAA L Co SAMPLE HAMMER: WT DROP SUBSURFACE EXPLORATION LOG JOB TITLE TFcCr NOL£ illau- 3& R- VALUE *x Lo tine t • ^ I t.5 tt DRILLER 17 t.)t:ttTE 0 BORING NO. a SHEET OF 13 P €Cf L AT7 oN) DATE SI`'YI -q INSPECTOR T. LONtT4.- TYPE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING LOCATION AND AT THE DATE INDICATED. IT 18 NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. 1334 141430 PERC -RATE SAMPLE le i w tl ( . 4 E CC77 'ON 31dPIV3 313.1 PENETRATION RESISTANCE (N) VALUE I BLOW / FT. % ' 1N31NO0 38111310W COLOR 1 MATERIAL DESCRIPTION GROUNDWATER) el _ - s' a oo3 - - _ DRY Be,5 5 AIJr1Y SILT 4 4&e ..mu- To Co6BL€s - - END of %ARE e S' COQ Rf. USAL) $ JOB NO 9- tits LOCATION SUBSURFACE EXPLORATION LOG JOB TITLE LT oLf . fRIL.LtlJ6 C -- VAL.LLE.) tt ST LIV DRILLING CONTRACTOR SPOKnNF C- DRILLER D. L3N\TF SAMPLE HAMMER: WT DROP BORING NO. SHEET _a_ .3 DATE g - 1'7"9 I INSPECTOR fl • U%ATF TYPE NOTE: THE LOO OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. 4 TYPE "B" b*I h 0` i N../ A rIV1 SC IJC.(-eG 1 "2.08 " Sunt_sa d 44 Ws t?.. x.51 —[ /avE EUGENE F. FISHER, P.E. Civil Engineering (509) 9270120 • e N. 3422 Kenney Road Otis Orchards. WA 99027 )3oTE 130 SIA 3,C PLh<car $ cQo5s TN "208" St.JR1.t ESM' 1 0 U'V'\_c1 -I as -r <u23 RoL) c ti RovJ rEXPIRES 5/12/ 5cnLE I _ 40 ow 4( "Loa" clew, cL EL tot2.c.O PLYWELD21M au 7 . 0 23.1, 3:1 5tne SLnras Luc 3 ?DL 1c l P� c_E 1'T l\ \ Vi t ; 1 0 10 208' 5 r..rc.L . ESM C u23 1 : EUGENE F. FISHER, Y.E. Civil Engineering (500) 927 -0120 N. 3422 Konnoy Rc:;tl Otis Orchards. WA 99027 170 PLO,c.eD ca..os TV-Fc "zoS' 5Lintla ESfrirr Rib. G3 3 4- \ N0t2O sGr3t\ck_� Q ''Zo2 ESnn'T A 4' WAP - �b`SN AJC I EXPIRES 5/12/1-i/ 1 5chLE I": 40' 1 ( I i ( l40• k1nTE Mo 51 -1(NLL aL PLraC LcC D55 fl "2112) 5wpse ESM' i I 3o ! 4- o rgl1 10 (' Z 0\ 1 _ "Z_OS SwnLE '25rn,1- \ \ tea i ° La 6 "5W C+t_ ;_ ILOO'L a,_ tot's -S1 C I i�� - D4'( WELL /11-1 EL: ZO23.8i I li i Y 3 I Miv, SMC. SLo ?6S Q aW YPE 1 4g.0 s pia I TS "A° Lo i 4- tL__,K_ Pra c_a I• A "C 1 - rt 0 U I ,1Atcr SET 7i PC-IL • EUGENE F. FISHER, P.E. Civil Engineering (509) 927 -0120 N. 3422 Kenney Road Otis Orchards, WA 99027 3 5 c-ra_E V /40 I■o7C rso S\-k LL SE PLI -c.,v 1\ Ca.oss 71-Ve Z 08 ° SWgt'a eLS I 149.L. s / Lot' 1 /5\ Z p,<1. SE L'�AC.IL LIT:Lt i'I `Shn'T' - "Los "n • EUGENE F. FISHER, P.E. Civil Engineering (509) 927 -0120 1 N. 3422 Kennoy Read Otis Orchards, WA 99027 30' 1 J \ Az 5 rEXPIRES 5 /12/G -y 5 ll — ,z� 5cALE I "= 40' 1 N. 3422 Konncy Etc ::d 30' YAW SETSQGC " 2,o8"SWALE 6S tn'T Log Floo2 t023. 31 DW Ztt-s EL 2023.81 3:I SIDE S.nPES /64-,Its I . /o 3 L o-r Z bLC PNcE I s A> h) T , O OT tJo dC1.1J2, W(P`( SILL PLAcEo 5kC.R.o SS t-4 " 20 V" S W ra LC Est-% r% r) I EUGENE F. FISHEit, P.E. Civil Enginauring (509) 927.0120 Otis Orchards, WA 99027 ■,..) riticIG P 3 T -fl-'F - 5c &e. f''= 40 "Zo2 " (Loon EL 2022 1 Dv.) aim EL 2o23.44 3:1 5LoPC2S f. ∎ ; :s 40 148. ( ( rr w Lot 4 f c Z ion Mb it A10 0QIUGLIR -( s +-, VA_ eae PLACED />cC4_OSS - r1 -SE "2.O8" StAlL) • EUGENE F. FISHER, P.E. Civil Engineering (509) 927 -0120 N. 3422 Kenney Read • Otis Orchards, WA 99027 1 EXPIRES 5/12/1 Y SchLa I'= 'VO 4 "Zo8" FLOOR EL 2022. ,c14 DJ Qin EL 2o23. 3: \ SLOPGS j ' /Pr;LID CGfb1:Gt —_ `4 ''ZOS "SWC\LE ESvi 111 y -j4 .48 oa 7 %: f� \ \ ct 3 Lo 1. S Pb1-k 2 LC \ 5 - t I�ZaiE. k3C. Ted ) vJA 1 M1- AA.I.L ¶ PECKED LCAOSS - CN E:. 1 ' ZD s" SuJ EUGENE F. FISHER, P.E. Civil Enginuoring 009) 927 -0120 r N. 3422 KcnnoY Recd Otis Orchm Cs. WA 99027 DoT IIUo OO JGW -AEI 'S -1A _ PAC P LG�C�D &C R,o5S T1-4 Z2 " Zu 3" Suj A 5ct\LE 1 "- .1 O' t L TyPE 6 20g" GLoo 2 ',^ Zo 2?, . o 2 QI,YLJCI,L. Lo2.3.52 .3 :1 5 ot S LU2HS • C / •\caw Cai 6nc.t_ Q / �10' Vlr LIT? ESl1or Leer 1 FDLIC 3 P QL_ 1 AC)IT10}3 . EUGENE F. FISHER, P.E. Civil Enginuoring 09091927-0120 N. 3422 Kenny Rcad - Otis Orchards. WA 99027 • "z.b8' SWALE ESM'Y t S6 tDv-1 T` Y 3 ( EXPIRES 5/12/ ' - - N d 4-4'- N -- 4-4 ` Zoe SWnL ESM!T 7(,004. Z022. too DVJ Qlrvl Zo23.I0 3 %I. SIDE SLOP` 190 - FE I30 D(2.\\IGv.try •k)(1 -› _ (i a b,c,CLoSS -n-ta t '2.-DC6' . Swn C5t -'YT ow type 20B" CLOo2 202,.07. CXLY WHLk_ Q M tiL to 52, :361. 5tDt S LO'CS r- c c, 3oi - Y{ C o SE:•t"3i�Uc e ow - rifts - 5 -- 4-4 - 2o' ' SWRLe av' i FLOOQ. 202Z. Go DV) 2.11 202'1. i0 3:1 Slbe S_LOPE5 sLiti: AV, IT � G�Q F WA ? • EUGENE 1'. FISHER, P.E. Civil Engineering (S09) 927_0120 N. 3422 Kunnoy Recd Otis Orchards, WA 99027 EXPIRES 5/12/ 1'!1 5ctt I "=4 -0' L O \MC \\111 P1 I�c�b RC,2osS TNT " ZocL" S Jn1_� t✓��' Z LvT 3 ('DLUC 3 *0 i Nc cei 1 51- MD (171 D rJ 3 EUGENE F. FISHER, P.E. W1> P14S1 -1, 4'JE X Civil Enginuuriny (509) 927.0120 N. 3422 Kenney Road • Otis Orchards, WA 99027 Cy 2a� v in N I D LID LID Li T ES r '1 ' . 3 o' V 142 SE T1'7 [ 5/121 (/ v • • • • . : . , . • • • CORI!. DA-r.a... zit89 R= 20 0 0 7 = 19 97' 0 57 0 • pc") oaf, Cunt:, 42 90°04 3 t Rt a0.00 Tr 2io.03 • • ' -• •.-- D® coS. . . .- . . . . . . ., . . . . . 3 ••-• • • .. , • • , • • • Afar 53 ' N O. DATE REVISION 1"11:AN:.:48 • PROFILE 41;'1,`"...:c: • • -..VVABA.SFIAVE_ Ei)OL:I.VAR PACE 1st ADDITION - SENSKE &-ASSOCIATES, INC. Civil Engineers/Land Surveyors 3009 Mt.: Vernon - - Spokane, vyA 99202 1 '. (509) 534-5272 •• 's • . • - . t '. .., ;“":".• na-3 &•Zt- ■ ,Lc c/ _L ,00•03 , s3 a/n.7 • t C £ 0 0 0 00 0 a - ?1 ,, i0 , $.0 0 06 1"112 • • • z z p 9 —0 o X D. 7.1 - r - r C - 5 0 Z 1 ” min -< ...cnon z - C nn m m o 0 rn 0 0 co 0 rn August 6, 1991 Dear Mr. FISHER: PROJECT # P 1188A OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer EUGENE F FISHER 3422 NORTH KENNEY RD OTIS ORCHARD, WA 99027 SUBJECT: PACE 1ST ADD A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. We require that the Spokane County Materials Laboratory supply this information during the design review process. The County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of 2 percolation rate tests and 2 stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be approximately $1200.00 including utility location. Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. Respectfully, Gary S. Ne / r n Planning Engineer 71, t ugs —a— 77, ^- `+ . 1-9-1/ AUTHORIZING SIGNATURE DATE k\g\f\r- value.pri N. 811 Jefferson Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 August 6, 1991 OFFICE OF l i IE COUNTY ENGINEER Ronald C. I lormann, 1'.E., County Engineer EUGENE F FISHER 3422 NORTH KENNEY RD OTIS ORCHARD, WA 99027 Dear Mr. FISHER: SUBJECT: PACE 1ST ADD PROJECT # P 1188A A DIVISION OE •I IIE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil- subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. We require that the Spokane County Materials Laboratory supply this information during the design review process. The County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of 2 percolation rate tests and 2 stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be approximately $1200.00 including utility location. Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will he invoiced monthly as accrued. Please he advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay • these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. Respectfully, Gary S. Nc m Planning E ginccr ilty, AUTHORIZING SIGNATURE DATE k\g \f\r- value.pri N. 811 Jefferson Spokane, WA 99200 -0780 (509) 456 -3600 FAX (509) 456 -4715 e DATE) ' /2 _x ¢2 2 _Ke � � y s on` s re ,ec�i ,,‘e) 7 927 -o / 20 (ADDRESS) Dear Mr )1- SUBJECT /dCE Dom/ 770 PROJECT # /gig 4 % Q ( , rlL - �� 1/ '2 Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. We require that the Spokane County Materials Laboratory supply this information during the design review process. The County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on- sitetonditions; and has determined a minimum number of 2 percolation rate tests and 2 stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be approximately 4 excluding utility location. Additional Materials Laboratory remarks are as follows: Respectfully, Gary S. Nelson Planning Engineer AUTHORIZING SIGNATURE k\g \t \r- value.tes cc: ENGINEER t 4 It,. _ I � 12.7 DATE c% Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued. Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. (D ATIL) CCc aPr / F �c ( P7 ( ter % o ' - -7 2- 7 - oi 2 . 6 (ADDRESS) Dear Mr / .,ate I SUBJECT: / CA/PP/ 77 /—I PROJECT # frs! //89 A Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. We require that the Spokane County Materials Laboratory supply this information during the design review process. The County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on- site•conditions; and has determined a minimum number of percolation rate tests and stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be approximately excluding utility location. Additional Materials Laboratory remarks are as follows: Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued. Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. Respectfully, Gary S. Nelson Planning Engineer AUTHORIZING SIGNATURE k \g\t \r- value.tes _ cc: ENGINEER Etc, Pete' ` fr/ 5 DATE SPOKANE COUNTY ENGINEER'S OFFICE Geotechnical Analysis /� TO: MATERIALS LABORATORY Date: ri - FROM C ` / -( e-- ( / S'O r1 Please furnish Stabilometer R values for the soils on the following project, in accordance with the attached agreement with the developer. Section Township Range ✓ (See attached section map) 1 Project # p //8f9 c_c_ / t ' 0/2 Activity # ROAD NAME wtRA'5 Other Tests Needed Listed Below: R VALUES Drainage - Percolation greater than 72 "/hr. Yes No Est. Act_ Drilling Request Estimate n Priority (1) Needs to be drilled. (2) Estimate of 'R' value and perc given. These estimates can be used as a basis for plan approval with note `actual surfacing depths will be based on 'R' value tests." (3) Estimate of 'R' value and perc given. Not necessary to drill. 'Please note any unusual characteristics of soils and/or topography. Are the soils suitable for the use of drywells? Are there any unusual drainage considerations? XSECFORM.ON2 LOCATION Remarks * • r SENSKE & ASS''' TES, INC. •South 104 Freya, Suite 203 SPOKANE, WASHINGTON 99202 (509) 534 -5272 204.1 %MUNI . warm 01471. 0 JOB SHEET NO CALCULATED BY 'SSI. CHECKED BY SCALE //errsh7 OF DATE //� '� /� /iS DATE f /16.- It 9k.' \u., ' - S 1T — ' „ rl „ T .. i )11 ._ _ i 4 3 . , �J � ,. " I I -1 I . { eal � i TZ+ j ,j + i I. - • - 1 - j j ' , I. T ' ,I C I F I r ': �1 :,� , 1._' +:+ ° ,! i . : ; UGi +� .. —_ I. f 1 I �1� � � � i' i ,,� I 'i >� C 1 z 1 1 , } 1 1 i fit? = 1 { +� `1`' " 1 I � „ t i , 1 r I • , _ z � I i :' 1 . I• i 1. 1 1 � 1 s 1 . -� 1 � / . /l.._ � -; ;��..... Z�c ./ l : T� • 1 - ; I ; s /w � !.- , � Vg1/4 scot , �. 1 ..... 3 { �. ; 97 I L, . 7 > , r, W -- y _ . � • , - _ o a . ' , - � ,; RECENEp i 19 CCf \iG 0011 r j { '.1 r is 1 • r SENSKE & ASS''' TES, INC. •South 104 Freya, Suite 203 SPOKANE, WASHINGTON 99202 (509) 534 -5272 204.1 %MUNI . warm 01471. 0 JOB SHEET NO CALCULATED BY 'SSI. CHECKED BY SCALE //errsh7 OF DATE //� '� /� /iS DATE 4 1 1 1 1 1 .1 ' 1 - . • PROcta20.1 SENSKE & ASSaTES, INC. •South 104 Freya Suite 203 SPOKANE, WASHINGTON 99202 (509) 534-5272 ; :74 :r1: 1 - i• 1 .49 '1H ` 1 1 1 ..... O _....., 4. „1 ..- • r, I : . 1 .• , 4 yria 7 ; 1 4 ' r , .. AAat I . • . i 1 1 ; I • I ,,1 - 1 . I I - • - 1••1 I 1 - 1 I , • i I I 1 1 • - Al -0 1- V 1 Om Am 0101. • • !. 4.1 • • 1 1 1 I 4 1 ; 91 C ........ 1 .•■ JOB • • I-, I., '1.• ' I SHEET140 Le OF . . * CALCULATED BY I. e.' C _ DATE CHECKED BY DATE SCALE 14: 1 -.. • I 1,1 !" „ • n ; " /61#1 •o , , 1 c-v t 7 1 - 1 . ..-1 • . 4. 1 -I"; 1- 1 1 - • - 1 ; i : 43 7/ aalr, 1 ! • I 1 . , • • • 1 1 "., i : . I ;771: 1:4 . 4 :17 leeTiket 1 ' ' • re 1 r ' :, 4- 07 • 363 -- L. '111!!-1511,s1 Fc I. I 1 ; • . • •• • • ..._ -1-7 • II' ....... y .2 /Z. .. . I. 1 .. %• I - - - E - . I , .... i-•-• t • s , r lo , , i . i . -1---:-- ' I i . 1 1 :41 •• , I ■ " • 1 •r. , ‘, it 5, , J ..• • , . HHrH . „ T5-....:1,• , '':c I . .. ! •. . . ....,' 1 - 1 I ,,,,.• . :•.zt, ' 1.7. --1,-.-:;, . s • I • - . I.. ' • ; ,..., -,'L . . 1... 1.•:, z • • 'cl '': .. i -. ''' • 1 I , , ,, ..m ..... , ,,..- t i r ,.... „T•Tnt , kw.-.1... 1 .' i'..'4 r.' ; "i ' I.:• ■ i .... . :- , '• . 7...• - . 1 . — --, -- - 7 _,. I, , ,5 . . < ; ' • I , • • ' . .: - '''.• ..,,,i..!•,. . I t •11,-.'4: .....%.rxii.; • ,;:ii A i - . . . • :..:;: ...,??.,f, , ...;,.... , -. i. .,:'.. 11 1.--r4 ' l''''' ' • . „ ' • „ , .-,... i : .- .. I ' . ., , . • - ;-, - -- :..' , ,x;F:litc.: • ri .‘.:. i „ r - i r , .1 1 - 't. 7 .1c 4 ;:- . 1 ' • - 4 ' , • - .4 A 1i C ;;_ •„ . j 5 i "7' ' .. e, L ' i I . . , I ; I ' 4 ; 71 ?,e,, ! 6 F -1 /eta_ ...s . : , .1 . e- 1- ' 1 1 , - se,. i S r ..„:. ,,,.7,-....--4.... ,urr .:- • . I, , 6: ii-,.,:. 2,,, 1 .., -.sq.:: 7,..1 . M 0 — -.114; "tig , :ttft- I J..:1.}: if'' '''? I. ' ...:„ ....: 1 .11:e; / -.:littp,-JnikiaLc,‘ ,,, 1 ' 11 . 1 , 1 :t.k. :14 .1.t ; ;Vq[1 4 ' 3 '' f... . . . „ , . 44. , „:„„,„.t......,,„„,.i.,,,...,,,,,..„4,,,, ...„.1. i k.t I ' 1 " :41.I'''' •" •. tt . ''.. 1 . I V W Itt ;S^ �.. i : ;r t,'Il "' ' .:, , ..4. • I I ".;‘. ' , ., t '.-0,. 7 i_o. ' pr '' 77 711K... 1- :' .,, 1 ,„:„,„„4.,,, . ri ' r ,, , , ''I.:. Iv c....... _, ,„,,,,,,re„, -.., " - J 1 /714-7.--, ,, iiii,, ,t, ,... „ • - g:4.i,,Ri - , — ti ,-- 1,-. .'41,e.::::?1,, --,—,,,,,,, , :4.. ,,;:.,•,..,,,,„„ 1 ' .1 • • . :, „,,,„4,,, ,.". itU l . I 1 v • C '... , • I. 1_ 1 • - i ' ' ' - i ;•4‘ 1 -,, , 1 —, . -' .. • : , I . • .,:n, , 1 • ..:. ',..:1. '42117:t .1.:17;- .; '...? '''.', :":-...'.. . .., .. ...„. • , 1 .0. ;.- . . : N • ,.ii; ..5 04i , , ... , „...1`,0,:.:i: , tI4- ''..";4.■ 74 g ■ 1- _._ , 4r. _,,..L .,_-- R..t.,4%, ; ....' • 1 f 1 , :, i ,4`. . -I - ...t .1-1,; • -- I : ,- I ..,. " ..,.. 4 :.. . ' t .1■1. i. ,1 1 , 4.4 ...IN 14" - - " - • ” .,,' 1 • e nom_ 4 : 4 ,t1i,,f.' , a , , . . , -*, •• N'etri ', 1'1\ 419. a " I' l. ' - 1 "; % TM'. ' -. 1 . 1 - , : , • : '1i_t , 1 1 , . I:h •-•,<, • • i.:.i .,.,• ;',.:,1.;t.,.$1,, , 4,..-1 - • -• , 1 7 ,, :., $1- „,-,. . - , . i„ , . ,I. . , ---• -1, )- ••1c 1 -(6(e ..,•• 1, 1.- 14 4, ,.., ... . , , ' ' 1 ..:1:; 11- , #-'■; ,t;' • ..1...: 1.,..-,„ 1 "' . :1::, • , , .. . -I-I- „1,-.1 •' ' .1 , • 1 ''''? ' , . i , r, f : . . , , ,.., ,. , 1 .• ,, rt. • ,., e' , , , • 1 1 1 • • . 1 • , - ,!-7., -. . ' . '' 'I • • ,, ... .. I 1 . '' . I . .., ' . 1 ' I .. -: . 1 I - 1 1 P : I 1 ' , : 7'1. , 1 : 7 : --• I r ', ...,:.• ' ' i ' . ,' - 11'. . - • 1 ' "-- ' • h - I - ' -. : • : . ' . I • . ' I ; , , • I 1 - , ,, I - , ' i . ' I .. , , . . 1 . .- • . , • . - - . ..• . .. . . q 317 — ' -: '' - ■' . 4 .! .1 -;:.-• ,-.57„,.• .. :: -.:, ,,,, , ,... , '01: , . ,} • I ,. . I1 I -,- /../.). , ' '' '' .....r ....i r ''' SI .:-..,,' ' '. ' I ' i :.:. '; , ..., ,......„; I •• ' L' I i . 4 1 i Y f ' • ' ', L 'I . ve „. t .. ■., 'C'I'' i" . ; ' ' :I , ,,,V , i '' .• . -.. . 2 i , ,} .• Th ,..,,.. I ''. ,“ ' „ r.,‘ 4 ' i,t k v • .. 1 ;' .' ' I '14 ' I 'Crilf:Qtr"".. . . 1 . . ''''''' 1 ' : r g' 4 ..VIVS-FI , • -• SENSKE & ASSOCIATES, INC. 1 'South 104 Freya Suite 203 . SPOKANE, WASHINGTON 99202 (509) 534-5272 1 JOB te..eL /cWa I OF DATE SHEET ko t CALCULATED BY CHECKED BY SCALE DATE v . •44t, t LsJ 0 0 00 w w • 00 w w X 0 I-- o z < w w > 0 � D -J 7.1 • U) ci O • - O . :co O " 0 • Z -r2„ .c..n • • " . , . . . ' . . . . . . „ . . . ... . . . :-.,•• I:, •.•7„,y4 : :•-- - 2 1 1.,;,,, t .,, , ,„ 1 „liert„:„:,:•..., -, ::4k,,....i, .., , 24X'7, , ,z ,, :. ... A ^ ., - . I ^ ; :.A.' t:A..A3:• C A, . '-- - ir ..4 . . , :•t- „ 4.. •`..,,, ...4' .1: • .• ...3 ., : ,. ;3‘,, .., .,‘• . ,..,.,-,i; t, .,, ..•..,;, ,--, ! • .' • . I. .. , , t ' — •.?" . 1. c • I ' • -. '' -. ';' ' • • 1 : 1, : t .:. " .' :".' - 1.1 "; :14 ".±...t• s !--' " , , • • .7 ' 7 fst " C. V:- • • 7 • • '‘• ..„ . • . .7 • . • • \\N - • - . • • . • „ • •-• • ; 1•••••••,.t ;-";;", • , • , • ■ ~ • . • • 0 ..• • • • ' • ,0 1 1 1 1 • • • CURS A1 / 41 Th a : • 4 * 04 ' " r to.00 7780 03 4 87.00' , • 79 P • -t • ' 8700' ' • . '• . • ' I c a • - 4s- •.: - '., • • 87. 3 8. 85 29" • 20 00' 1 97 3 / 35' ' •••,‘,••• • '• 7. g4,14g. • • • . , • - .A.. 4 • • • . • • • 1■10 4 I 7 . ..P1/ •••';;.: . • ' • • " ''1,44.,30 •:1.0 1 •ttIC; : / 74, , • r. • - .1•41.•;44',-49-:,•0 - 17°' sn• • - . • tr:" - :•• . • • . . - • ; • • wt,,r • „ , :AS • —"riWtTe. '* 4 -t , ••• #1:• :t"-%,trk• CUR S' DATA p = 89 R r 20.00' T, = .19' A = 3 !. 3 9 ' - N89 °59'46" Ting 0 SH EET TITLE REVISION SENSKE & :ASSOCIATES, INC ''' Civil Engineers /Land Surveyors - :1:4. 1. ", , c 1 ,S;3009.Mt .. Vernon . ., - Spokane, WA 99202 , (509) 534 -5272 '. CUR 6 DATA 4: 90°043t" R= 20.00' Tr 20.03' VI:- r \, J /4 6& Fr it 89 °59'89" iv /6968 #89 °59'39" fr/ /6¢. /8 N /65..64? IT hi - / - A / nI1/ GVL/ ik5/ ILL /V v (//- TT' /l/- //i / L /.;), / " / n L LC /c.. / •`- /48.44 G.:6871 /3/ 70 M. /T 5 0'54 °&5&Z" L =/8 88 0=/V/75" /7i 18 L °6.. 1 . it 89°3 5/..99 /3 89°51'49"6 /4863 / 42/ SSG', FT 3 /4(0 64 /4-424 dd..17 \ At /lJ 0=8.5°58'/5" L= 75. &8 • 0„, a, 31 Pr'cios P4 � 4 BIB 4 %4ar." /.'w//,E P/ra/c R.MeV PR4//11%- • 3170 FA&i 7155YT 71:7R L:4758 / /Q 337 LW- fir g 0377" /S;ZQ617 L- /844 =/?'370/' G =/5.37 S 89°5/ %7 "A' J=16 °3/'43" Z /30 JALV /C °/6.84 BIM 89°5/',7 "W 5//.67 5 Z/#5/!72 Of 7X, //J 8,03 /G /) / /L /v L/ ) /7C. / / 1 n /JLL /) 'area T/P //f cti 7& Z8 2 0 =9/°38W" Rs 2,47 0 =0°35'58" :3/.99 L = //. /8 0 = 67°28'4,x'.— -- 11?-3-9-4774&" '6 -6:189 6= /x9. a d ;: d= B °GYJ'44" 4 ° Z3' /B /4 =/ l!/7 I71�'GA V ��^ a o +0° #89 � 67 _ rays we 79.96 T 40CYJ •�B9 °39'4 "E /4882 /MI6 /582 d= 0°37'44 " 4 : :// 3 /4.500 SIT. 7D, /Z 7../8 /t7'h' /,e R/B6 /G D/Y4/iY/IC- 5.47,55/98/YT 4 7..27 V s ^ l7 U CJ 1 k_// G / G J t 7 / n /7 1/ 2 '4_,/ L., N GEOMETRIC DESIGN GUIDE FOR LOCAL ROADS AND STREETS Part I Approved by the Executive Committee on October 26, 1969 . Part 11, on November 7, 1970 p49f Sf \� Ntmos, Prepared by Committee on Planning and Design Policies American Association of State Highway Officials Published by AMERICAN ASSOCIATION of STATE HIGHWAY OFFICIALS 341 National Press Building Washington, D.C. 20004 Copyright 1971 Mountainous terrain is that condition where longitudinal and transvet changes in the elevation of the ground with respect to a highway are abrr and where the roadbed is obtained by frequent benching or side 1 excavation. Terrain classification pertains to the general character of the specific ro' corridor. Roads in valleys or passes of mountainous areas that have all • characteristics of roads traversing level or rolling terrain should be classifec level or rolling. In general, rolling terrain conditions cause trucks to reduce speeds below those of passenger cars on some sections of highway mountainous terrain causes some truck operation at crawl speeds. : Sight Distance Minimum stopping sight distance and passing sight distance shall be as she in Table 2. Criteria for measuring sight distance, both vertical and horizon are as follows: for stopping sight distance, height of eye, 3.75 feet and he: of object 0.5 foot; for passing sight distance,.height of eye, 3.75 feet height of object, 4.5 feet. Design Speed, mph Table 2 MINIMUM SIGHT DISTANCES IN FEET Stopping sight distance: Minimum Stopping Sight Distance, feet 150 200 275 350 47 : K value for:' Crest vertical curve 16 "- 28 55_ S5 I6i Sag vertical curve 24 55 75 10: Desirable Stopping Sight Distance, feet 150 200 300 450. 6M K value for:• Crest vertical curve 16 1 — 28' 65 145 30- Sag vertical curve 24 35 60 1f10 15. Passing sight distance: Passing distance, feet 2 -lane 1100 1500 1800 210 K value for:• Crest vertical curve 365 686 985 13 •NOTE: K value is a coefficient by which the algebraic difference in grade may be mull r. to determine the length in feet of the vertical curve which will provide minimum sight dicta 20 7-5 30 40 50 6( Table 3 MAXIMUM GRADES Note: For highways with ADTs be ow 250, grades of relatively short lengths may be increased to 150 per cent of the value shown. 6 .c1 ?Srts%J Design Speed MPH Type of Terrain 20 30 40 50 60 Flat 7 V, 1 VI Rolling O T 8 Mountainous 10 Mountainous terrain is that condition where longitudinal and transvet changes in the elevation of the ground with respect to a highway are abrr and where the roadbed is obtained by frequent benching or side 1 excavation. Terrain classification pertains to the general character of the specific ro' corridor. Roads in valleys or passes of mountainous areas that have all • characteristics of roads traversing level or rolling terrain should be classifec level or rolling. In general, rolling terrain conditions cause trucks to reduce speeds below those of passenger cars on some sections of highway mountainous terrain causes some truck operation at crawl speeds. : Sight Distance Minimum stopping sight distance and passing sight distance shall be as she in Table 2. Criteria for measuring sight distance, both vertical and horizon are as follows: for stopping sight distance, height of eye, 3.75 feet and he: of object 0.5 foot; for passing sight distance,.height of eye, 3.75 feet height of object, 4.5 feet. Design Speed, mph Table 2 MINIMUM SIGHT DISTANCES IN FEET Stopping sight distance: Minimum Stopping Sight Distance, feet 150 200 275 350 47 : K value for:' Crest vertical curve 16 "- 28 55_ S5 I6i Sag vertical curve 24 55 75 10: Desirable Stopping Sight Distance, feet 150 200 300 450. 6M K value for:• Crest vertical curve 16 1 — 28' 65 145 30- Sag vertical curve 24 35 60 1f10 15. Passing sight distance: Passing distance, feet 2 -lane 1100 1500 1800 210 K value for:• Crest vertical curve 365 686 985 13 •NOTE: K value is a coefficient by which the algebraic difference in grade may be mull r. to determine the length in feet of the vertical curve which will provide minimum sight dicta 20 7-5 30 40 50 6( Table 3 MAXIMUM GRADES Note: For highways with ADTs be ow 250, grades of relatively short lengths may be increased to 150 per cent of the value shown. 6 .c1 ?Srts%J OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer E t- I G.E M£ F rrist-kact SUBJECT: PAce. — j. -5-r A OD L o n! Gentlemen: N. 811 . Jefferson A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Date: FC6R 1 RY 2G,, leac12 A review of the road, drainage, and parking plans for the above - referenced plat, short plat, binding site plans and /or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer William H. Hemmings P. E. Senior Review Engineer Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 ADDITIONAL DRAINAGE LANGUAGE IN REFERENCE TO COMPLIANCE WITH THE NATIONAL FLOOD INSURANCE PROGRAM AND THE SPOKANE COUNTY FLOOD ZONE ORDINANCE, THE FOLLOWING LANGUAGE SHOULD BE ADDED TO THE ATTACHED DRAINAGE LANGUAGE: "Development within this subdivision shall conform to the requirements of ther National Flood Insurance Program and the Spokane County Flood Zone Ordinance. The lowest opening for any structure shall be one foot above the lowest curb elevation adjacent to that structure." t PACE lst. EDITION STORMWATER MANAGEMENT DRAINAGE COMPUTATIONS aP fl u 5'r co A Q� "3 lots, i.e. i3 dwelling urn - "dwelling units per gross acres" i = �DUGA From Table 1: / T5 - 3,b D ll /G A composite runoff coefficient = O2� P 9`s4, Ir+f� mµ,6 N0A1gcM,1 T�O'''�7 10 lots 1 STORM: ;At/ )4i _,,c lots 1 thru 13 te ,� Time of concentration T (17A1_5_)• Q E, � �T�, c 44 LA = Coefficient of runoff e" �,►►c c .6e _ (Asa �/� _ L. (length of principal channel in feet X friction factor) �U142. N = .4 for grass lawns and . gutters w ep , APP. e g ,J S Lt = • 0/5 overland AREA OF PROJECT: S OVERLAND: re = Ct = 0./5 average slope Assume a flow depth of 0•2 A - Z DZ 4Ox z' = . fsF z 2 =DU /GA $. Da minutes CuJ -ete oho 7ritu cb,„ e etz cal H vto of f GLITTER F LOW: NdT RECEIVED JAN 0 31992 SPOKANE COUNTY ENGINEER P el l a( ' c , faac's ofpee Cu rp Herr 54 804 Trite- 1 /174t_ di Coe ry • z =. 05. 4 7 = V = Q = n '8 2500 From Figure 18 Nomo Graph': 0.005 z = 2500 h d = 02 / Q = 1,5 4 /3S = 12,19 s Tg797 Travel time in gutter - /35 distance TOTAL TIME OF CONCENTRATION: Overland + gutter time = g i / 2. = 9,2fminutes. From Figure 2 Rainfall Intensity: 74"1° C 2.3 /hour Q = C I A 0 2 3,6 CFS ^� �� t e vi • • 0 Use 3 double dry wells z 1c11 F= 66 c F or /2 minutes CONTROL OF RUNOFF QUALITY: V G P A = 2 in. X 1 ft. //2 in Aimp V G P A = Volume of grassed percolation area (ft Aimp = area of impervious area = 3e _ /Sg SP Storm Runoff 1st. -2- ast I' y Y✓ABASN A )E 1 "II h Cross Sectional area = /91 2 X . 6 = With grate 0.3 above bottom of ditch X area = 2. ' 660 CF 33 a 330 = /37 CF Each side of the road LE of ditch, 29 Bolivar Road - 2 locations: 2rn / x 36/ = 72 SF 5 x 79/sF= 327 CF T = l� CF each side of the road. 2 / 63 = ‘ LF of ditch. 2,9 6 -3- U of said Lot "D ". They do herby dedicate to public use forever the roads shown within this plat. Tatted and shown A 10 foot wide drainage easement, as p hereon, lying adjacent to all front lot lines for the purpose of and installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, is hereby granted. County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public rights -of - way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and perculation of storm drainage water in the drainage swale as indicated by the grade of the adjacent streets. Floors, including basement floors, shall not be constructed below one foot above the Maximum Curb Elevation in front of each lot as required by the "NATIONAL FLOOD INSURANCE PROGRAM ". The owners, their heirs, grantees, and assigns agree to join in the formation of a County Road Improvement District pursuant to RCW 36.88 at such time as a County Road Improvement District is created or any Road Improvement project is sanctioned by Spokane County. The improvements required (curb, sidewalk, drainag control, and paving) will be at the sole expense of the owners, their heirs, grantees and assigns. This condition applies to Evergreen Road. Lot 15, Block 2 is a 1 foot strip and is h to Spokane County as general county property be roadway purposes at such time as roads are extended as full width public right -of - ways. An individual driveway access permit, for the v hedrivew approach to the County road system, is required prior of a building permit for each. lot. No direct access will be allowed from Lots witnin this Plat to Sanson Avenue and Evergreen Road. placed on any one No more than one dwelling unit may be p lot, nor shall any lot be further subdivided for the purpose of creating additional lots or building sites without filing a replat. lot within this No duplexes will be allowed on any subdivision. No single -wide mobile homes will be allowed on any lot within this subdivision. Each manufactured home shall have a minimum floor area of 1,000 square feet excluding porches, decks, and other similiar structures. Each manufactured home or dwelling shall a h o attached or a detached garage with space vehicle. pitched roofs with eaves, All manufactured homes shall have p with asphalt, fiberglass or cedar shingles, and shall be placed on permanent foundations. anoroval and issuance of free and voluntary act oL S01 - mentioned. IN WITNESS WHEREOF, I have hereunto e day and year last above written. Notary Public in and for the State of Wash ACKNOWLEGEMENT: STATE OF On this day of appeared Wesley C. Crosby, and Susan K. to be thetindividuals that executed the acknowledged said instrument to be ti individuals for the uses and purposes the IN WITNESS WHEREOF, I have hereunto day and year last above written. Notary Public in and for the State of Was ACKNOWLEGEMENT: STATE On this day of appeared Dolph Spalding and Thelma Spaldi be the individuals that executed the wi acknowledged said instrument to be th individuals for the uses and purposes the IN WITNESS WHEREOF, I have hereun( day and year last above written. Notary, Public in and for the State of Wa SPOKANE COUNTY ENGINEER: n TI_ Examined and approved this G S - day of SPOKANE COUNTY UTILITIES: n 3.1 / J . 4:, ,t,` . COUNTY : .g EXAMINTD . AND THIS DAY - OF _'_ 1 r' J V '< `e A/ A.f >, SPOKANE - COON COUNTY• Hi OFFI CERExA THIS L_. DAY OF. . s+; . SPOKANE COUNTY COUNTY 1 HEREBY CE'R, 3 :t N ■ REQUIRED .,, ''TT.A ..XE; PLAT TED: N H PAID THIS: - 1 J. SPOKANE .000N,T,�Y 4. COUNT Y F platted into tracts and streets the land shown hereon as "SHORT PLAT 88 -549' and described as follows: The East half of the East half of the South half of Tract 115 of PLAT NO. 4 OF WEST FARMS' IRRIGATED TRACTS, as per plat thereof recorded in Volume '0" of Plats, page 51; EXCEPT that portion of said Tract 115, conveyed to Spokane County for Bannen Road, by Deed recorded under Document No. 8205170267; Situate in the County of Spokane, State of Washington. No more than one dwelling structure shall be placed on any tract nor shall any tract be further subdivided for the purpose of creating additional lots, ownerships, or building sites without first filing a replat. The plattor does hereby dedicate forever the streets shown hereon for public road purposes. Side yard and rear yard setbacks shall be determined at the time building permits are requested. The setbacks indicated on this subdivision may be varied if proper zoning approvals are .obtained. The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local .fire'district, County Building and Safety department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit•for'each lot. Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and the Spokane County Flood Zone Ordinance. Tne lowest opening for-any structure shall be one foot above the lowest curb elevation adjacent to that structure. No direct access shall be allowed from lots to Wellesley Avenue. Subject to specific application . approval and issuance of permits by the Health Officer, the use of (an) on -site sewage system(s) may be authorized. Use of private wells and water systems is prohibited. The owner(s) or successor(s.) in .interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94 which the petition includes the owner(s) property and further not to object by the signing of a protest petition against the formation. of a ULID by resolution method pursuant to RCW chapter 36.94 which includes the owner(s) property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objection to any assessment(s) on the property as a result of improvements celled for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. Each new dwelling unit shall be double plumbed for connection to future area - wide collection systems. Utility easements as platted and shown hereon are hereby provided. The owner(s) or successor(s) of Tract D shall be required under the direction of the..5ounty Planning Department to record with the County Auditor a "Title Notice" for a future aquisition area for road right of way and utilities along Wellesley Avenue. Said notice shall be recorded prior to the issuance of a building permit for Tract D. - IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal this 24.1 Any of rmr+e,tme.r .198R. aJ - • ; , IL " 1t1 _ _ 1111171i 11 Ut;i1 11 - -E_— — _ Ica s i • L '.12j) I I 1'11 !HIFI! I j g'44‘ iiii 14'21 . 0 . H11111111 1 1,1 I i ',III 111111 11 1 11 IFFT11 I 111 1 4 ti 19, 1 ' TTC1I1I11 r1 I :1 1r I II + mai E[VE.ti I [ g [II INEMMINI - ; c 11-14-141,1111 1,:frircr ' 1 1 1 '1 1 I 11'11 , } i Fc.e • 1 I L i 1 1 il I _: _ - T !tEE ._ -L¢O -I o — ' — �S�YS�_' r 4 _ 11 J 11111a111,111[1 __ - tee, 41:Y±3 S[E[[,÷ ' — _ - — _ pp _ 5 71:3 7I1 WI Hi 1 I El 11 .-- 1� r 1H I T, ii p, 1 — N 1 IL,1 Li u I I irA /it jz, it • ; - rt. z l — 9 1 c t \t ?° 37' 4 o °y/ o "a[un cmp LI MA c uRn .'421 o 1 .•i��. •2e^, \ � bu O Tc i22 TO ,_L.( � � 7 `Y tIORE I .- 3o,Ji• 1 0 = = F I 040E0 B9 r SE JA • P ' ,0.5W Awe. Pls..) 4 P•ofaJ • D 9LAn1S 6Y JENSIce. 4 kSSOC Pit DbtE S 6I"YG • O IS Lee/La NAOS P0.LT of h65E. PLAMS• `f P1CAL ton Sec OBTA.y_ - IGMFOtAQC Co L OE C SEE 5T0 5- G • Ast.. J 1y Cu a l i 0. A I d i/ 4P0 U L a c ke Utlt 0 r ` 1 0. 3st o 1 Sl 37' 4 e" W le alum C PSO LIVA.CZ- - -e 1 • * >cr.e I r B 1 I; t P c"L:-.uR E 1 11u 0 1 4 ~ 7.Q ,.o f 0 .. 11° 10' o grata ✓ � � N 3 1 1 ; ! ° w ° F Mnwr h C.NtC fin. 11 ill e+e{ .r 2 0 1 J I a 7° 3G'1 __ y u _ I �e 1 S' "t <: o )y ✓J 11 ElaT-4 Ceap ON f- _: ) C 43 ., R 42i 2111 = R t 00 I lwr-, 4; 11 !: •,1 01 I H I ''' lei% I I fe, icri 14?..z ki 1 Nil j II i lal i 1 I I i !II I I 1 [ Le) szcz 1 : ° • 1 1 c 1 1 I • .: ■ : M 1 1 1 1 II 6. ie. • 4 0 '1 I *2 or I , 4 -nor , [•:$7 r d02%c L6rFa o .. „e� �e 5_ a.'5...-- :. __ — ffi�� 1.f 1 1— .1 1 u Tr N I I 41 I 1 Leo [ -fHtI,- I 1 1 1 I 1 Cab: II Emt c•-! t II!!LI , r7t- I I _ • .° lillin tit 111 -__ - - n r 02 oJki CC 2fl: izicV - nt., ;1\111 . NI 1 142 EntapTallin inpri I 011 3 7 4 .' Lis707j I 17 dovall OIZ.._ :11i ' • zoel 1' , \ N Z 07i I I I I to 7. - 4-77 , 11 *7 472 1 L MIN . rSe..rysn`�oF�aL�+,.sY: -- I .n - ko, R;t=f arJ� I u Nu i +�u 3eJU 4+ lsL y 5 s � y Y r} r 4f .;•; � .. ek } "'Y5 Y'+a ��yy # 4 .. ..tx'z :+. y�, r�;� S 5 r � r yavw i ° » y4R .at- wit ✓W'k1+.`tw:xY�+t9["r A l +G�F,. a Dry. h,.�*, c tE�'� }. i,-1-",,, ."(" :L t + C ✓23 Ow�9 S .. o n �” ( I xr a /.r< �t � i '� d "'f' r i t • �' j • .�i � I L t o o w;4 ° J }z54 i tr ` T x n�.l"&' �Pr, .x "�..If �i. x� -` i j � , � rn I4 d / h S v - IGMFOtAQC Co L OE C SEE 5T0 5- G • Ast.. J 1y Cu a l i 0. A I d i/ 4P0 U L a c ke Utlt 0 r ` 1 0. 3st o 1 Sl 37' 4 e" W le alum C PSO LIVA.CZ- - -e 1 • * >cr.e I r B 1 I; t P c"L:-.uR E 1 11u 0 1 4 ~ 7.Q ,.o f 0 .. 11° 10' o grata ✓ � � N 3 1 1 ; ! ° w ° F Mnwr h C.NtC fin. 11 ill e+e{ .r 2 0 1 J I a 7° 3G'1 __ y u _ I �e 1 S' "t <: o )y ✓J 11 ElaT-4 Ceap ON f- _: ) C 43 ., R 42i 2111 = R t v ' oJ. fr f rces • I -w w I 54 frAmM- Q eose, SM•n at eG 4ttrncti'10 Q. Q SCALE Uoa J fo' /CRT I'= f STOCbr i 14 0 t � 1 le ••Sl ttiS11 Cat (.0 a • 9C 0900 Q.3 o. irc - 7 cv5 psigG ,7A °DDI T10Mt , EUGENE F. FISNER,P.E N 3422. RtNIJE. RD O Ti5 O RakARDS uln. lei 0 23 5 921 - OI2,o .$ -27 -9Z 2aVi se t, L VA OBS TS-Ft S Ca∎"L ctn. �A'R4^k 3v- / 9: • 9 ( 3 ; ; 8 ) ( . 0 7 . 21, 4e-g Atc - pi= 0 . ]o e CPS *SCE P&G 3 -2 . „ i1 , - - , tEa 12 -2v - A Z d• ADC Sri t - W O% ST: 09 _ —_ —. —. ___ ___ 1-- __ _ ` & \ I i Z _ ter Z Tv Lib i 1 11 I .. TI Mari Ma/ji , - J_.. I ij - 4_ gO -. _____ 7025 fFq,'rt 'Er.,„ a- _ _...__. ,.— - -1-6 A - TE; - L 1;U Cr . . .Y. c - ` - rwm- trirM 07"; = q N- r.E $ i8 - O 7 ` v ' oJ. fr f rces • I -w w I 54 frAmM- Q eose, SM•n at eG 4ttrncti'10 Q. Q SCALE Uoa J fo' /CRT I'= f STOCbr i 14 0 t � 1 le ••Sl ttiS11 Cat (.0 a • 9C 0900 Q.3 o. irc - 7 cv5 psigG ,7A °DDI T10Mt , EUGENE F. FISNER,P.E N 3422. RtNIJE. RD O Ti5 O RakARDS uln. lei 0 23 5 921 - OI2,o .$ -27 -9Z 2aVi se t, L VA OBS TS-Ft S Ca∎"L ctn. �A'R4^k 3v- / 9: • 9 ( 3 ; ; 8 ) ( . 0 7 . 21, 4e-g Atc - pi= 0 . ]o e CPS *SCE P&G 3 -2 . „ i1 , - - , tEa 12 -2v - C u4! OFtq / x= G D ,r 2= 589.15 1100 U 0 0400 - 1400 NOI�Td_A UR 7n Zi a :r i Du0LE of PTA DQY IJGLL - 0 CO UUVI TYPG'D" iYA TYea 3 Ptetat_ F2..0•ie No 6¢0te . ORnte E LEJaTtoa -3' R3nVE SOD w DITCH 5017 f4.1C1Z6Y6 /?LET TYPO 1 T.YPE_1-_rtt-TG4--fgjo4S- - or- - 01T1.4 . :w KEUFFEL & EBSER • 417042 Made In U.5 A. PLATE 2, FLAT PLAN- PROFILE 1 5,,x .0' freAM C Gat.. Lons " P (�tV�. N EQu,Lr.ell ev- S1.C1 -Ylo F- Revisc S A'a mts -sit/ SA1 A RE PLAT Oc PART of TRACT ll5 o f PLAT 4 WE 5T F ARY■S IR123 ATED TRACTS L.ocATeo Iu S■'14 Ssc3S T24N R44e SpoItaNE COt»JT'(,WASHI.i6TOt4 WPB 00re 0 OOUaLa DE P 0Q'II.1VLI_ STD GOuulY TYPS' WtTw TYPO 3 MIeTUL F(LOMIC AND C2fte CRATE ELeJHTs0,3 O.3 A:PiOVE 50 tw 0ErcAA 601TON. ❑ Co.1CRBTe I4LET TYPe 1 -a se,-0 _OITU�_ 4 +00 00.6 polio "I ,� UM1H wit 6 II41 N D v .• 4•xl IB° • P p ‘''s 5 3 '5 h g: /0 2 /2 _ _ • _41.56 j:8131.'1 `+ _ C X23 OPiP ` C011-1O OPSP I _ 0 ' - ?� _ l'''- A= L = )s �o Y A 4 * Z; Ie ca ° 589 i5 l' R= lots •L k) q A ip 1G\ to i t s � L - l �& 1 s ' y 1 L -185 q P N j o N \ Cuae D n x 1 1 'p- 90' 4e'w "4;1 / a � i S S L MMEEMMME M=MI EMINEWI M M _ MIMMMEMal I • Le 3 +0 o 1 C 1 0 4 - *t in t N EUFFE L s &£ 4071 frt " , . . 1: ; ?" 1 1 1 - r pt , ' i E, 1 ,.. . , ;;; ;: . .7 .: • , s,-Y"• 14 kTv . i - w . le 'fr LI__L:7 : 1 3 4 mi,44- 4. '6 \ O a.sor. A 0 0 ; - • • • • , , o mca.st a h , ; Lig tal.;;e, 40: e n fr f r : ‘ • ,'-`" " " it e4 0;4O 21,1 irritItitata 'G4AJEL s CORE . Q ED_ I b) A Ma-. - . bg 'USED • ..c- weiseD.: • ' _�R.ECf1$T CO NG, RsaSE D:R"CWEL T (PE " Mo S - ' ECA75 - DRY WEL.LS JoTE : tuzi,jE )A-1. SNP Cn at US info N ?■JA C 5 "E CEME.J t :cc l c. 1 6.G - tt2 _..i .. • DOWN) S i n aA.r E0C'E tc' ccaa mac. V2YW6l.L. SAr ._. a LE, taTON • A.S D2Y WCLL CON ST(L..1G YNOJ S■., cacti .K :t 9 v° ' -sois Tb 6 , . t. . . , • • • • •, • '., „ •■ , • • ■ . . ? - .7 :4N:fc...; ;; ;;F ; , - . •,.; • t• • • •• • 9./ • •' • i ‘•“ r • I 01...ri.a-,,..- • . ' • % > • • ';‘, ,-..- tsig- :`2 9c. .4.;" -Z- • ..:tiKTri -, ,.•,-, — - 'If' t'l...s'.40 G. Z ,..1...,' ASPiticitc CO ;;•tien.e-retica,,te,;4,,S ;Thfjisodiicizi:",•-e-J---z!,-,--:,-, :.J 6; :t- :i.??..‘ siSy ".;"19 e? ' 34...4?-ri0 C. 1 . .0 -.....;.‘- 1 .9- ,c't ' 1/"C 7," OF' SrVIMaa?..V,Zi 5i4i5,„%zjc0-1,- t 4 4 5 :, —,..- •1„..4-6 ‘, k" ';',.44 ' .1.4';' G 17 ‘s-4;,, % Wieit‘env.: itt'.4-5<iffit Ono iio' H6 ' a_o uHST Cu/L6 �- As >w [S 0I✓Ltn _.c POs G211nn." SL.O )/i N.eD1 F l� IX T ^9w�itSi; sv >LC (rr✓) E SM'T Lwe. 4� .11." "' \ 2 _ oe 1.0 Soo To 4woC n1 5•..3N.LC o.G —y 45 pgi o .5 C Pzj , PEtn LINE oc«.x. C.o.wrl 1'qc "A ".C.+ee i Zit 'ASPHALTIC CouC'26TE CL Q'.$ H. ''''4;C20a Lief 'QOG `w15■0 SPEC. ASP' OIT Co.)Te 01.: : OF ff$ 5 5V. /o to c 74 /8 i �e T'YP c4L' • ROAD: "SEC-T MI�B ASM } , 0 LI vh.1L T4'kb� -rte • -• • in; air i NHS' '..• .7:1131 ElY3■401. 00.1■11 AN It35 ,11311137tIlt OLV2e1.1.3r14 1 WI. Aff/INDIM:OR:3333 GI £O419lI.OIfl 63 " ix3wW1941,9“10.931C3 01111o, 3111 0311133r1 thICA1011 111. 3Il el 01 1 0.1011 30 3IVIS3 ."-", • 43; . I „ti $,if. N " N°11313,4 " MICCW 1!.!: • 110 "' 1.2:6 . , P . ;P int413 0 °;01 0 1 4 4 OF WEST FARMS IRRIGATED TRACTS :C. 35, T. 26N. ; R. 44E. W. M. O/ /JO O .'J ) YEOE L9 [!s • J � ' ' ; d4 LC./ ) .. 1. • II 1. ATI0 N. KNOW ALL MEN HY 'THESE PRESENTS, - , 1HAT I61MIFNE v. BONLIAO, INDIVIDUALLY AND AS - THE PERSONA! REPHESF!:TATIVE HOH .IHE 1ST All OF . •11.0YU I_ 00NENK0, AND JOHN H. F 'SHER AS 111E PRESIDENT 01 LYNI:I A. IN,'., HAVE CAUSED ;WK. =' AI TED INT5 LOT."., 310CKC AND 5T H. [:5 111E i. ANN 3HUW9 HEREON, TO PE K IOW.N A3 L.:'CE 151 A0DI'!ON, ANT% REINS IIFC1!ORr AS FOLIOWS: . " • THE EAST 200 FEE L. -OF THE. WEST - •400.80 FEET � ;L . 1HE NJRTH HAII J• TRACT 115 0E- PLAT - N0. 4 OF - WEST - FARMS IRRIGATED TRAC AS PER PI AT THEREOF RECORDED'IN•VO1NME. -0 " -0F PLATS,'; PAGE'U1: • • • ' *NO THE EAST 480'00 4E1s -01 111,11011TH. HALR' OF.TRACT I 15T OF PLAT 110..4 OF WEST FARMS INHIGATED:TRACTS• AS-PER Pt AT;1HEREOF, RECORDED • IN .VOLUME 1 0: ;;01 Ft TS.g PAGE :51 ::. • EXCEPT DTA T:[PO411011 LYING' WITHIN 'PACE 40011 10NJ'A5 PER 'PLAT• THEREOF RECORDED: ILVOLUME 16-OF PLATS, •PAGE.B: SITUATED IN THE= 000NTY!OF. SPOKANE; STATE OF' WASH I NGTON. • • 'THEY :!00•HEREBY -T0 PUBLIC USE.'FOREVER TIIE ROADS SHOWN WITHIN THIS''PLAT.g ,. • " ;' %'. ;;d. AN INDIVIDUAL.�IORIVFWAYT ACCESS "•PERMIT,. FOR • THE • UN IVFNAY •APPROACH TO THEALCOUNT.Y'.ROAIT.SYSTEM, IS REQUIRED ' .PR1OR 10 THE ISSUANCE 0F.-.A BUILDING•PERM IT 104 EACH LOT - ,THE 'APPROACH SHAII. BF • CONSTRUCTED' •N ACCORDANCE *WITH,THE APPROVED PLAN ON FILE IN THE COUNTY ENO INEERS.0EFICE. :`T • NO MORE THAN•ONEDWELLING UNIT MAY 8E. PLACED ON, ANY UNE LOT. NOR 'SHALT. ANY • ';LOT - BE FURTHER - .SUBDIVIDED FOR THE PURPOSE OF CREAT ING ,AUDIT IONAI. LOTS OR BUILDING SITES. WITHOUT FILING A REPIAI. NO DUKE/IFS" WILL BE ALLOWED: ON ANY 101 WITHIN 11115 SUBDIVISION.._ THE KEEPING OF ANIMALS. OTHER TMAN 110119111010 "PETS. 15 PRIORI TFP'PN 10T5 WITHIN THIS SUBDIVISION. NO MANUFACTURED HOMES ARE PERMITTED ON ANY 101 .WITH 111 THIS SUBDIVISION. • - SUBTFCT TO SPECIFIC APPLICATION APPROVAI. ANU ISSUANCE 01 ring; : GY THE, HEAETH. OIFICER EACH TRACT I5 AUTHORIZED THE 115E OF 411 INOIVIOUAL ON -SITE SEWAGE COLLEC11011 SYSTEM. EACH DWELLING UNIT SHALL BE DOUBT PLUMBFO 1014 CONNECTION 10 FUTURE ANEA' WIDE 'SFWEH COLLECTION SYSTEM. THE 10 FOOT WIDE 'DRAINAGE EASEMENTS SHOWN HAIEON. FOB THE. PURPOSE OF INSTALLING. OPERATING AND MAINTAINING DRAINAGE 5WAI15 AND DRAINAGE FACILITIES TO DISPOSE OF RUNOFF, IS HEREBY GRANTED. THE 000111 OF SPOKANE IS HEREBY GRANTED THE FLIGHT OF INGRESS OW EGRESS TO ALL DRAINAGE EASEMENTS ADJACENT TO THE PUBLIC RIGHTS -0E- WAY. THE PROPERTY OXNFH SHq 1 UA!NTne THE BRAIN411 'WAIT .111, A, PFRMAN.FI LP :1 COVER OF I AWN ilirr W CI'T!,hA1 SIIRLIBHFSY ANU!O14 1!.110, Wh!t',M 00. N0T 085761101 THE FLUX AND PERCOL AT 1 O OF STORM DRAINAGE W4116 IN THE DRAINAGE 5WALE AS INDICATED BY THE GNAUF OF ADJACENT STREETS: ' _ THE 1151 OF PRIVATE W1111 AND WATER - SYSTEMS 11 PROWL! RFD. THE VIAL WATER SYSTEM AS APPROVED BY COUNTY A11U STATE HFAI TH AUTHUNITIES, AND` THE I0CA1. FINE DISTRICT *N0 PURVF.YUN WILL 11 • IN5141I10 WITHIN 71413 PIAT, •AN0 THE SUBDIVIDE W111. PROVIDE 10N , - INUIVIDUAU DOMESTIC WATER SERVICE A3 WEI J_ AS FIRE 1140110119N TO EACH LOT PRIOR .TO SALE OF EACH LOT. 'THE OWNERS. SUCCESSORS IN INTEREST AGREE TO 4111110412E THE .COUNTY TO .PLACE THEIR NAMES ON A PETITION FOR THE FORMATION OF A - U. T. I. 0. BY:PETITION METHOD PURSUANT TO. RCN CHAPTER 36.94 WHICH THE PETITION INCLUDES - 1111 OWNERS' PROPERTY AND FURTHER NOT 10 OBJECT BY'THE SIGNING OF A:PROTE9T P11111ON AGAINST THE FORMATION CF A U: i. i . O." BY RESOLUTION. METHOD -PURSUANT 50 KW CHANT EH 36.44 ' WH!CH'INIILUDFS:IHE OWNERS' PROPERTY..FhOV IJED, Pi I5' CONO I TI ON 51141 I. NOT EHOHIB I T: ;-.THEOWNERS OR SUCCESSORS FROM._ OBJECT 1014... TO 411v ASSESSSMENTS`TON .THE P.ROPEHTY. .RESULT ;OF •IMPROVEMENTS CALLED • FOR •+:IN ION t MI TIP' :THE •FORMAT I ON •• OF' A L L'1 0,'.01`1.1 THE: ' PETITION DR.RESOEUTION'METH00'UNCER%RCW - .CHAPTER • 36 94., :p' . , ,...,/,.,•1i;i..-21c1?1-*.!,::‘ig'z -A REPLAT OF PAPT OF TPACT 115 OF PLAT No 4 okANF'eloNTy(,‘wAski /.58.9/ . 0 d= /%6 = 966 /6,20 4/ FT 4 , /9668 11/8 IJ /IGL /Y 3U/_ - ,/ 1/1 / / 7 .47/ - £ �� ,I r MBASH NU; E i � B'�.� a 6°29 /B R + /�OZ a R 378/5 . � "°/. >S89°39CG"F 14083. . 722 9B7 °60A7'" L %79 T•0¢Z19� e•rs3ft9• DR4AAf� 69STST d = 1L =/ • ;11 I SD°OB636 DIM i1 - /C6.69 S69°S /rlW, 5/167 S aYEA'%z LF>Q //S /6?)//(//1 6 i f TOnn j / //,'" • //1/78/ //v / 1 /: 3 ¢ s /453v ma- k " /6, SQVS/J. FT y saa N 3 70/8 21' 7027 5 210 u.) 20u TCf3 n.-tP C. Z t-usaz a SCALES / "•50, ('race-. aP coins r f s ..aa-n'°'.°`° r_ Focc-. t s- - --� -- = — =1 e4c.4- 9 #-,n 449 - AQe4 (-n& a seise 6) • . 0 LS .m /D7. /S7 • FC%6M1D Yz'Jt W/A/L'AP L.S.Ab.%G /98 • • • 587" PPR Parer Met ADD /T /6Y: Y/S/IED ALi07; /99/ o SET h''EaR W /7N eqP L.S. Ha 16407 B9S /S .A`d/1` 1G16 AV SURYCY cat7lge IF /f NAT 8F R9&AO0/TNIY /7 00 ,c jr C.16) (.'7" 1 s 44 • ti A4t NB9 °3917' ,e; .. %7489 N ' u11i i A.aaA. 6cs f.c 5 I, u /X L( <'tiJL7__ SF L , v 4- A C. 1 C0!T6; 2014 86` MARLENEV.=,BONENKO;.. INDI V I DUAL". T ", „- JOHN Mf FISHEn. ESIO AND; AS"THE PERSONALREPRESENTAT IYE LYNE I A!- INC F k.I .a`aP-" PN y� • OF THE:ESTATE OF LLOYD L. BONENKD. • r_. - -A C K.N'0 M L E.D;G.E M E N T S . STATE OF. WASH I NGT0N1.-:• " COUNTY OF SPOKANE .j_, SS ONiTH15 DAY ,OF - 1992, DEfORE - HE 'PERSONALLY.: APPEARED MARLENE "V. - BONENKO. INDIVIDUALLY AND AS THE PERSONAL REPRESENTATIVE OF THE ESTATE Of LLOYD L. BONENKO, KNOWN TO ME TO BE. THE: INDIVIDUAL •THAT - EXECUTED THE' "WITHIN - AND FOREGOING 'INSTRUMENT • „ SAID INSTRUMENT 10 BE THE. FREE.AND'IVOLUNTARY ACT • OF' SAID .INDIVIDUAL ,FOR •THE'USES AND• PURPOSES :THERE IN WENT IONED. IN 'NESS -WHEREOF. i. HAVE'HEREuNIO SET -nY HA90 AND-AVE IXFD HY SEAL THE' DAP: AND YEAR LAST ABOVE BRI TTEN, - • NOTARY PUBLI C- IN: AND ' `THE STATE. OF WASHINGTON. RESIDING A • STATE OF WASHINGTON) • COUNTY OF .SPOKANE ) SS.' - 41• '. ON THIS OAY OF r •.r, 1992 BEFORE ME PERSONALLY s $ CORPORATION }kL NEfA THE N'TH AND E FOREGO I NG I 7.I NSTNUMENTS?AND5ACKNONLEDGEO . SA ID' INSTRUMENT -TO BE,=THE'FREE-AND; - tVOLUNTARY'lial,OEZA ID CORPORATION FOR THE USES AND XxPURPOSES ,THEREIN KENT I ONEDI AND"- ;STATED THAT.HE NAS AUTHOR IZEO TO EXECU 0 tl,§ SAID INSTRUMENTOFOR THE CORPORATION 1 . S IN XI TNESS IEWHEREDF `Y ° HAVE HENEUNTO:`5ET NY HAND AND AFFIXED MY SEAL THE DAY ANO U YEAR ST' ABOVE WRITTEN a NOTI :HNUuryryIBITAZTHE:,OWNEHSE'OR'N ° ASSESSNEtST$"�N•THE'PAOPERTV A ,f INS ,JUN�CTJ0 JNITH THE'FO PET t10 ,1 K olr � ION!NETHOB"UNDER44t ���cc 45 E�x fN THE AFO SXfO IV IMI UI,, ].ALL„ !ON".;rTOi8ANY'1 Dilate( f'�tti1 PU`{ Cut= cCuD D 0 $ 8 h APPEARED MARLENE V. CUNtNI REPRESENTATIVE OF THE ESTA THE.INDIVIDUAL THAT'EXECU AND ACKNOWLEDGED SAID INST OF SAID INDIVIDUAL FOR THE IN w I T'IESS WHEREOF, i HA SEAL -THE DAY AND YEAR LAST NOTARY PUBLIC IN AND FOR 1 RESIDING AT: STATE OF WASHINGTON) ) SS' . :COUNTY .OF SPOKANE ') ON':.THIS .: .DAY OF_ APPEARED JOHN M. FISHER 'CORPORAT I ON,:',LYNE I A, . INC. : ° :CINSTRUMENT.: AND ACKNOWLE .VOLUNTARY. ACT .OFSA.ID: C THEREIN''.MENTIONED• ° `AND := SAID''INSTRUMENT-FOR::THE ( • IN 'WITNESS WHEREOF. :I I SEAL .-THE Y AND YEAR:LAI NOTARY PUBLIC, IN ANDFOR RESIDING AT` &u a✓O u N n r- OZa0� PACE lst. FDTTTnN 'PEU1s 4e-E *,c STnP"1!wT,TCR '1ArIAGF1FNT n^ATNAGC rn'IPLITATICMS rtcntO Fat j AREA CF PROJECT: / •( Acres 4 lots, i.e. 4 dwelling units "dwelling units per gross acres" = = 2.5 D U/ n .. From Table 1 : /.Gm 3. n 1 1 /S A composite runoff coefficient = 0.25= C 10 YEAR STne' lots 1 thru 11 Time of concentration et = Coefficient of runoff LA, = • (length of principal channel in feet X friction factor) ha = .4 for grass lawns <md . D for gutters S = average slope OVERLAND: l = C I N 1. 6 Ci = D,IS( 1. � , J GUTTER FLOW: T =Ct ( *). Assume a flow depth of 0•' A = Z DZ 3 1Z 2 2 -- 1 I .J = C Q_0% St_o ?C .S = . 0/5 overland 7.' 43 minutes IS y y ✓! F� raj r, Ft, i twist Eryo 0 c _ c r , d� FEB 2 81992 SPOONS Minn' ENGINEER 19- i x-13 1 5.4 8 rti,,,,r,_ Z 7= 3 ° = 2 2 5 From Figure 18 N.omo Graph: s = D ,0I"— z 2253 Q =Q = O Z7ff - = d = 0 2' �Z /, 1.15 2.4 -3 '4 Travel time in gutter - / distance 109 = 4 A.VL S or ,75 minutes 2. TOTAL TILE OF CONFENTRATIfN: Overland + gutter time = 7.(0 • '1 5 = $.38' minutes. From Figure 2 Rainfall Intensity: 2.45' /hour Q = C I A = 0,25 Y 2,45 r I't ° = DAB CFS •�• use / double dry well z 6 5, o �, v CONTROL OF RUNOFF QUALITY: V O P A = i in. X 1 ft.. //? // in "gimp V G P A = Volume of grassed percolation area (ft = Aimp = area of impervious area = Z�.D X % % 784 -r .S �, , X -)a4? Sr= 3 is T, torn ,,unnff lst. -2- S. R V Vh1Z 32 CF- 2 /G 2 SF 4 7.77,77. .\\ Cross Sectional area = ��ff2 X . = Z 4- With grate 0,3' above bottom of ditch / ‘ CF Each side of the road /$'7 LE of ditch, Bolivar Road - 2 locations: 2 /g x S = 7 84'65 SF T x 794 s = 8..27 CF 3,27 = 43 Cr each side of the road. 2 /65 = m0 /p LF of ditch. -3- l�eTCa SLOQtg Fr Gape 4V Be AQG2c<tw -ne--f - 7 :1 mow. `love- ?an '3Me - To t t c...eb+ PACE lst. EDITION STORMWATER MANAGEMENT DRAINAGE COMPUTATIONS AREA OF PROJECT: trim ,wirer:: A?AMr eo Aze+N3� e / lots, i.e. i3 dwelling units "dwelling units per gross acres" = D It /G A 1 j ,� D11 / ,A 2.r0 From Table 1: 10 YEAR STORM: OVERLAND: lc = C� �LN 0,15 S= average slope GUTTER FLOW: Assume a flow depth of d•z A Z D a 4L3 .2' 2SF z 2 - RECEIVED FEB 2 8 1992 SPOKANE COUNTY ENGINEER e 6 � / SSdoN „cc-, n / ),5 -3.0 D U/G A compositerunoff coefficient = 0.25= C ! Waco 73 Pc2N.p,e u,4-•ru, -( W Sews Ad 4P .9p4 o 'bps c..s4,.e4 d; -5c, es 51.1E_ . lots 1 thru 13 t7 y .., e e4 bt,q,,ak A. . Time of concentration T = • - , cer ChPAttW CMC.�cn4 Derex nowiesten S-5. et = Coefficient of runoff e,nP,wcvr-tc re-44. GA-PvIrevnas IWO u con es, LN = L (length of principal channel in feet X friction factor — S 0L4-4.S ette N = .4 for grass lawns and . D) for gutters cem,acoav,/ tr = • 0t5 overland Alan r e oytie net Ett.M DRAtx4e.c .?re-4 Salt minutes SP t- E CC ] :,r„ . g Vrn &inve TtS C d s t 6 eh c6- O ETA- /Ye - vB RECEIVED JAN 0 31992 ..Z z = F - -. 0/6 v 0 • • s Z h Q 0 From Figure 18 Nomo Graph': d = 0 Q= 1f5 t t` 1 70 Travel time in gutter - 4.6 distance p = n or . minutes cc_ l P1 % 1.) �. L7i (1 TOTAL TIME OF CONCENTRATInN: 1 ,t l Overland + gutter time From Figure 2 Rainfall Intensity: 2.3 /hour Q = c I A'= 0.25X 2,9 Use 3 double dry wells CONTROL OF RUNOFF QUALITY: V G P A = in. VGPA = Volume = 2500 • u I to -4- d,0 6 2505 t/t 5 Aimp = area of impervious area X / 5 7 HO Sr 66 0 c F f cP � _;; minutes. X 1 ft. //2 in Aimp of grassed percolation area (ft = 27/90X % /65 %0 SF Storm Runoff 1st. 2 -2- ANA aeA 41- p e 4 , v* e e ANA ,-Pere) attif 3 6 ✓”Q F ¢A5 W Sri Pc/6 / 64V S ro PPS v✓JBASH AN) 660 CF- a - 330 2,14 4 With grate 0,3 Cross Sectional area = i Bolivar Road - 2 locations: 2 above bottom of ditch X area ?•� /37 LE of ditch, x.6= 336 CF Each side of the road 2 /g' x .360 = 794 SF 7 x 791fisF= 327 CF 3, 2:7 = /6S CF each side of the road. 2 / = LF of ditch. -3- C t,7 12 . S y .f4)1.( 4,? • r > ±Cio 66 762M L _ zor -61k L or I +Z. -8Lr 56 -' .Dim . 7.rIK Easr - SC ?�jZ 43, 560 - I.3O _ S I-o ?E c — s t G 1 / O. O 115 1 I I - _ =_ tit 56.I 13 Co %I en 2> % 5.9t � o : ' S, L�J9 (3 CP o c: 0'1 9(,3 c€- .80_ef5 89 2-1 8 1 5. .z eS 1 z,z7ZT= 2 = 5,01s o.( P-I (3 /A 1.31 i.31 .68 �5£� v . (022 0 _ = . _ o.Sz c CpS I ?O a.r ni 0 - c A_ °_CS5)(gi )C� cd �' °eZ.t6! /Ot80 k 3 )2 ,9b L o / 0.31 cjs IS .xcx_ -t to(8 = 1`1,43 coy Za / DATE = 03/10/92 PROJECT NAME = PACE FIRST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION SUBAREA 1 = 1.3 ACRES TOTAL AREA = 1.3 ACRES OVERLAND FLOW VALUES Ct = .15 L = 192 N = .4 S = .004 CHANNEL FLOW VALUES L = 170 Z1 = 10 ~l Z2 = 10 � N = .027 B = 2 S = .01 TD = .148 COMPUTED VALUES DUR = 12.97 I1V = 1.93 010 = .63 QA = .62 RATIONAL FORMULA HYDROLOGY DESIGNER = WHH BASIN A1 SUBAREA 1 RUNOFF COEFFICIENT = .25 COMPOSITE RUNOFF COEFFICIENT = .25 DATE = 03/09/92 PROJECT NAME = PACE FIRST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION SUBAREA 1 = 1.3 ACRES TOTAL AREA = 1.3 ACRES OVERLAND FLOW VALUES Ct = .15 L = 192 N = .4 S = .004 CHANNEL FLOW VALUES L = 170 Z1 = 36 Z2 = "172 N = .016 B = 18 S = .008 TD = .036 COMPUTED VALUES DUR = 13.84 I10 = 1.86 010 = .61 QA = .59 RATIONAL FORMULA HYDROLOGY � DESIGNER = WHH BASIN Al SUBAREA 1 RUNOFF COEFFICIENT = .25 COMPOSITE RUNOFF COEFFICIENT = .25 DATE = 03/12/92 PROJECT NAME = PACE FIF:ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION SUBAREA 1 = 1.3 ACRES TOTAL AREA = 1.3 ACRES OVERLAND FLOW VALUES Ct = .15 L = 192 N = .4 S = .004 CHANNEL FLOW VALUES L = 170 zi = 7 Z2 = 7 N = .027 B = 2 S = .01 TD = .157 COMPUTED VALUES DUR = 12.81 I10 = 1.95 010 = .63 OA = .63 RATIONAL FORMULA HYDROLOGY DESIGNER = WHH BASIN Al SUBAREA 1 RUNOFF COEFFICIENT = .25 COMPOSITE RUNOFF COEFFICIENT = .25 F.I. STA. = 170.00 1 +45 2024.12 1 +46 2024.11 1 +47 2024.10 1 +48 2024.10 1 +49 2024.09 1 +50 2024.08 1 +51 2024.08 1+52 2024.07 1 +53 2024.07 1 +54 2024.06 1 +55 2024.06 1 +56 2024.05 1 +57 2024.05 1 +58 2024.04 1 +59 2024.04 1 +60 2024.04 1 +61 2024.03 1 +62 2024.03 1 +63 2024.03 1 +64 2024.07 1 +65 2024,02 1 +66 2024.02 1 +67 2024.02 1 +68 2024.02 1 +69 2024.02 1+70 2024.02 1 +71 2024.02 1 +72 2024.02 1+7 on ^d n') F.I. ELEV. = 2023.92 1 +74 1+75 1 +76 1 +77 1 +78 1 +79 1 +80 1 +81 1 +82 1 +83 1 +84 1 +85 1+86 1 +87 1 +88 1 +89 1 +90 1 +91 1 +92 1 +93 1 +94 1 +95 1 +70 2024.02, 2024.02 2024.03 2024.03 2024.03 2024. 03 2024.04 2024.04 2024.04 2024.05 2024.05 2024.06 2024.06 2024.07 2024.07 2024.08 2024.08 2024.09 2024.10 2024.10 2024.11 2024.12 2024.02 LOW POINT G1 = 1.02 G2 = -1.04 LENGTH OF V.C.= 60.00 F.I. STA. = 218.15 F.I. ELEV. = 2025.27 1 +18 2024.33 G1 = 1.02 G2 = -1.04 LENGTH OF V.C.= 60.00 F.I. STA. = 218.15 F.I. ELEV. = 2025.27 1 +88.15 1 +90.15 1 +92.15 1 +94.15 1 +96.15 1 +98.15 2 +00.15 2 +02.15 2 +04.15 2 +06.15 2 +08.15 2 +10.15 2 +12.15 2 +14.15 2 +16.15 2 +18.15 2 +20.15 2 +22.15 2 +24.15 2 +26.15 2 +28.15 2 +30.15 2 +32.15 2 +34.15 2 +36.15 2 +38.15 2 +40.15 2 +42.15 2+44.15 2 +46.15 2 +48.15 2 +17.85 2024.96 2024.98 2025.00 2025.02 2025.03 2025.05 2025.06 2025.07 2025.08 2025.09 2025.10 2025.11 2025.11 2025.11 2025.12 2025.12 2025.11 2025.11 2025.11 2025.10 2025.10 2025.09 2025.08 2025.07 2025.06 2025.04 202.x. 03 2025.01 2025.00 2024.98 2024.96 2025.12 HIGH FOINT 81 = -1.20 82 = 1.00 LENGTH OF V.C.= 62.00 P. I . STA. = 109.08 F'. I . ELEV. = 2024.16 0 +78.08 2024.5 0+79.08 2024.52 0+80.08 2024.51 0 +81.08 2024.50 0 +82.08 2024.49 0 +83.08 2024.48. 0 +84.08 2024.47 0 +85.08 2024.46 0 +86.08 2024.45 0 +87.08 2024.44 0 +88.08 2024.43 0 +89.08 2024.42 0 +90.08 2024.41 0 +91.08 2024.41 0 +92.08 2024.40 0 +93.08 2024.39 0 +94.08 2024.39 0 +95.08 2024.38 0 +96.08 2024.37 0 +97.08 2024.37 0 +98.08 2024.36 0 +99.08 2024.36 1 +00.08 2024..45 1 +01.08 2024.35 1 +02.08 2024.35 1 +03.08 2024.34 1 +04.08 2024.34 1+05.08 2024.34 1 +06.08 2024.34 1 +07.08 2024.33 1 +08.08 2024.33 1 +09.08 2024.33 1 +10.08 2024.33 1 +11.08 2024.33 1 +12.08 2024.33 1 +13.08 2024.33 1 +14.08 2024.33 1 +15.08 2024.33 1 +16.08 2024.33 1 +17.08 2024.33 1 +18.08 2024.34 1 +19.08 2024.34 1 +20.08 2024.34 1 +21.08 2024.34 1 +22.08 2024.35 1 +23.08 2024.35 1 +24.08 2024.36 1 +25.08 2024.36 1 +26.08 2024.36 1 +27.08 2024.37 1 +28.08 2024.38 1 +29.08 2024.38 1 +30.08 2024.39 1 +31.08 2024.39 1 +32.08 2024.40 1 +33.08 2024.41 1 +34.08 2024.42 1 +35.08 2024.42 1 +36.08 2024.43 1+37.08 2024.44 1+38.08 2024.45 1t39.08 2024.46 1 +40.08 2024.47 1 +11.89 2024.33 � fd ( - -1 78.0? ' S. .0102. n ,37 1,(1 'I�•8$ ( 09. 37 tD 3� c x .3 ) LOW POINT G1 = -1.05 G2 = .80 LENGTH OF V.C.= 74.00 P.I. STA. = 327.52 F.I. ELEV. = 2024.13 4 +.8 2024.15 G1 = -1.05 G2 = .80 LENGTH OF V.C.= 74.00 P.I. STA. = 327.52 P.I. ELEV. = 2024.13 2 +90.52 2024.52 2 +95.52 2024.47 3 +00.52 2024.43 3 +05.52 2024.39 3 +10.52 2024.36 3 +15.52 2024.33 3 +20.52 2024.32 3 +25.52 . 2024.30 3 +30.52 2024.30 3 +35.52 2024.30 3 +40.52 2024.31 3 +45.52 2024.32 3 +50.52 2024.34 3 +55.52 2024.36 3 +60.52 2024.40 3 +32.52 2024.30 LOW POINT 2 +18.15. 2025.93 4 +36.88 2025.66 3421. 202'{,30 31.64 Ma 2014 .4.3 DITCH CALCULATIONS S= .007 ft /ft Sc= 2.76914895457E -2 ft /ft V= .814558119919 fps p1& Vc= 1.74153039647 fps D= .219490940702 ft Dc= . 130.359654587 f t O= .75 cfs L= 170 ft n= .027 Tt= 3.47836853387 min TRAPEZOIDALCHANNEL B= 2 ft Lt SS= 10 :1 Rt SS= 10 :1 N¢cDc= D.43 o,4/764z u ) ET 1,� - 6.40 6 ,4 = a143+ 0. 1.41 R'3S / it n. fo 7 oZ� '�3� .03 U 55,/ 85 (0.27 U - 01328 4 ?S ev - 1 "/ t o.5$ e.re-s DITCH CALCULATIONS S= .003 ft /ft Sc= 2.40146936099E -2 ft /ft V= .794156598054 fps Vc= 1.70189608822 fps D= .20923 616791 ft Dc= .123507127099 ft 0= .68 cfs L= 170 ft n= .027 Tt= 3.56772623973 min TRAPEZOIDALCHANNEL B= 2 ft Lt SS= 10 :1 Rt SS= 10 :1 4 ?"--"\ e 'r Qr R 6 'B 7.4..z. ZI 1✓ 7.3' (° ✓��. r( .2( COT LVOCI.0 (,$6 ` • 5c l Z y Nv DITCH CALCULATIONS S= .003 ft /ft Sc= 2.43873610401E -2 ft /ft V= ..771987568731 fps Vc= 1.65881399832 fps D= .198356860863 ft Dc= .116271267008 ft 0= .61 cfs L= 170 ft n= .027 Tt= 3.67017999783 min TRAPEZOIDALCHANNEL B- 2 ft Lt SS= 10 :1 Ft SS= 10 :1 DATE = 3/30/92 RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN "14" PROJECT NAME = PACE 1ST ADDITION/ EUGENE FISHER DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = 1.26 ACRES TOTAL AREA = 1.26 ACRES OVERLAND FLOW VALUES Ct = 15✓ L = 192.6 14Q• to N = .4✓ S = .0031 CHANNEL FLOW VALUES L = 160 Z 1 = 17'' Z2 = 36 ` / N = .016✓ / B = 0 / S = :01 ✓ .ODQ) TD = .1446 COMPUTED VALUES DUR = 13.30 I10 = 1.91 010 = .60 59 GA = .60 7 SUBAREA 1 RUNOFF COEFFICIENT = .25 COMPOSITE RUNOFF COEFFICIENT = .25 4 4 tt,idw 7'! A4 ApR 0 2 1992 SPOIV+°IE counfl ECSIKEER Of SI6 01- 1g BOWSTRING CALCULATIONS DATE = 3/30/92 DESIGNER = K W MCMULKIN BASIN "lA" := 'ROJECT NAME = PACE 1ST ADDITION/ EUGENE FISHER DESCRIPTION = STORMWATER DRAINAGE t t Intensity Odev. - Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.19 1.00 403 90 313 10.0 600 2.24 .71 567 180 387 13.3 ; 790 1.91 .60 642 239 403 15.0 900 1.77 .56 653 270 383 20.0 1200 1.45 .46 672 360 312 25.0 1500 1.21 .33 675 450 225 30.0 1800 1.04 .33 - 679 540 139 35.0 2100 .91 .29 680 630 50 40.0 2400 .82 .26 690 720 -30 45 2700 .74 .23 693 810 -117 50.0 3000 .68 .21 701 900 -199 55.0 3300' .64 .20 720 990 -270 60.0 • 3600 .61 . 19 744 1080 -336 65.0 3900 .60 .19 782 1170 - 388 .,70.0 '4200 .58 .18 817 1260 -443 75.0 4500 .56 .17 834 1350 -516 80.0 4800 • .53 .17 847 1440 -593 85.0 5100 .52 .16 871 1 530 -659 90.C) 5400 .50 .16 893 1620 - -727 95.0 5700 .49 .15 922 1710 -788 100.0 6000 .48 © l . 15 948 1800 --952 THE MAXIMUM STORAGE IS 402.595671006 CU. FT. m The time o4 concentration is 13.29599 minutes. The Undeveloped flow out is .3 c.f TEN YEAR STORM CALL • BOWSTRING CALCULATIONS DATE = 3/30/92 DESIGNER = K W MCMULKIN BASIN "1A" PROJECT NAME = PACE 1ST ADDITION/ EUGENE FISHER DESCRIPTION = STORMWATER DRAINAGE t t Intensity Odev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 1.00 407 300 103 10.0 600 2.24 .71 567 600 -33 13.3 T 79B 1.91 .60 642 798 -156 15.0 900 1.77 .56 653 900 -247 20.0 1200 1.45 .46 672 1200 -528 25.0 1500 1.21 .38 675 1500 -825 30.0 1800 1.04 .33 679 1800 -1121 35.0 2100 .91 .29 680 2100 -1420 40.0 2400 .82 .26 690 2400 -1710 45.0 2700 .74 693 2700 -2007 50.0 3000 .68 .21 701 3000 -2299 55.0 3300 ..64 .20 720 3300 -2580 60.0 7600 .61 .19 .744 3600 -2856 65.0 3900 .60 . 19 782 3900 - 3118 70.0. 4200. .53 .18 817 4200 -3383 75.0 4500 .56 17 834 . 4500 -3666 80.0 4800 .53 .17 847 4800 -3953 85.0 5100 .52 .16 871 5100 -4229 90.0 5400 .50 .16 893 5400 -4507 95.0 5700 .49 .15 922 5700 -4778 100.0 6000 .48 .15 94FJ 6000 -5052 THE MAXIMUM STORAGE IS 102.6834 CU. FT. �Rq ,_ The time of concentration is 13.29599 minutes. V}‹ Th Undeveloped flow out is 1 c.+.s. TEEN YEAR STORM CALL 7 , _ e. • 7,1,s o • Q ft.,C3 8 13 Tri 8 I 311: Ito to • .Q , \•1., • 5151 tf 'I's • a cr I ....... S ac, , vi 4- . 'a* • MI.k) , _ _ • 1• u/k.‘ . .4; - .1 , • C 1-• Pv. FL , kS • _I ' • _ : 1Y • i PAU lst. FOITION STOPMNATER mANAUMINT.OflAIMAGE COMPUTATIONS oL, AREA CF 2DOJECT7 (. rr\crpr, 3 lots. i.e. riwellin oni "dwelling units per gross acres" = hlr A = - 1•37 1• 114)1s4 From Table 1: ).6 3. r) 10 YEAR STOR9: LN s= !/fl lots 1 thru 13 Time of concentration L. = et = Coefficient of runoff L (length of principal channel in feet X friction factor) = .4 for grass lawns and .[M, for gutters \ U/G A composittrunoff coeffident 0.2 average slope OVERLAND: --F ct ti v). 6 k-irs • a/5 ( If - TH - 7: • .607 GUTTER FLOW: , 05.41( Assume a flow depth of 0•Z D 3c, X .1": z A = • = • 0/5 overland -linutes •,- ■ •., 5:1'4 4 NI 0 .:'. • t t:.) it: i t •`7.1 LI ;;; r ott4. • t.T - ac 40 tero 1 cr&-j‘ k • / _L- Z = . 017W = 7 = = E .0/6 From Figure 18 Mom° Gra& S = 6 at 1 = 225 • d = I ' . = .3 (er V = ,0€ /s . . Travel time in gutter - 11.,0 distance k or minutes L20 -5C,WLS 1. Q = r i A = 0, 25- x /.. • Use double dry'w611 „ :. .ILX ,S TOTAL TIME OF co!.T.ENTRATIor: Overland + gutter time = i1; - Int = 13, minutes. From FigUre 2 Rainfall Intensity: bk I itir /hour tr / - 91/4> o y CONTROL OF RUNOFF QUALITY:" C- 4 , . cc it_ .V. G P A = %; in. X• 1 ft.//2 in,..Ainiry V G P A = Volume of grassed percnlation area (ft sc; e f tw e i. Kcir - ' 1- Aimp = area.. of impervious area = , Y2" C,. ZIA" -eCc- 6:- --\ A c- t - 71 x761, srt--30(,CF Storm D.unoff..1st. _41, 11 0 2.6 ,5 (Pi°11;3 6(o i PM CADr 4c5€61/9 3.6 ft, fetptkieeo 2 Cross Sectional area F. With grate 0.5 ft above•bottom ofclitch 31g • 2;17 LF of 208 ditch, 2. IS3 to G 7 .4.ti re " col &kw' ig -._-_ ,o-zi6 RATIONAL FORMULA HYDROLOGY DATE = 3/30/92 DESIGNER = K W MCMULKIN BASIN "18" PROJECT NAME = PACE 1ST ADDITION/ EUGENE FISHER DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = 1.26 ACRES/ SUBAREA 1 RUNOFF COEFFICIENT = .250 TOTAL AREA = 1.26 ACRES I COMPOSITE RUNOFF COEFFICIENT = .25/ OVERLAND FLOW VALUES Ct = .15/ L = 193.3 t7 N = .4 ✓ S = .001 ✓ CHANNEL FLOW VALUES L = 160✓ Z1 = .172✓ Z2 = 6✓ nl = .016 B = or s = .01✓ TD = .1346 COMPUTED VALUES DUR = 17.95 I10 = 1.57 /0 010 = .50 0A = .50 Zoo .3 �u gint -113 BOWSTRING:CALCULATIONS DATE = 3/30/92 DESIGNER = K W MCMULKIN BASIN "18" PROJECT NAME = FACE 1ST ADDITION/ EUGENE FISHER DESCRIPTION = STORMWATER DRAINAGE t t Intensity Qdev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) c..0 300 3.18 1.00 403 90 313 10.0 600 2.24 .71 567 180 387 15.0 900 1.77 .56 672 270 402 17.9 . "r 1077 1.57 .50 715 - 323 392 20.0 1200 1.45 .46 715 360 3 55 25.0 1500 1.21 .38 711 450 261 30.0 1800 1.04 .33 710 540 170 35, 0 .2100 .91 .29 707 .630 77 40.0 2400 .82 .26 - 714 720 -6 45.0 2700 .74 23 715 810 -95 50.0 - 7,000 .68 .21 721 .900 -179 55.0 317;00 .64 .20 739 990 -251 60.0 3600 .61 .19 762 1080 -318 65.0 3900 .60 .. 19 . 800 1170 -370 70.0 ' 4200 .58 .18 834 1260 -426. 75.0 4500 .56 .17 851 1350 -499 80.0 4800 .53 .17 862 1440 -"578 85.0 5100 . J2 .16 837 1530 -643 90.0 5400 .50 . 16 908 1620 -712 95.0 5700 .49 .15 936 1710 -774 100.0 6000 .48 .15 963 1800 -837 THE MAXIMUM STORAGE IS 402.4053 CU. FT. * The time of concentration is 17.94753 minutes. The Undeveloped flow out is .3 c.f.s. 7y& 'IA" 02Ywe'_ TEN YEAR STORM CALE BOWSTRING CALCULATIONS DATE = 3/30/92 DESIGNER = K W MCMULKIN BASIN "1B" PROJECT NAME = F'ACE 1ST ADDITION/ EUGENE FISHER DESCRIPTION = STORMWATER DRAINAGE t t Intensity Odev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 1.00 40.E 300 103 10.0 600 2.24 .71 567 -600 - 33 15.0 900 1.77 .56 672 900 -228 17.9 * 1077 1.57 .50 715 1077 -362 20.0 1200 1.45 .46 715 1200 -485 25.0 1500 1.21 .38 711 1500 -789 30.0 1800 1.04 - 710 1800 -1090 75,0 2100 .91 .29 707 2100 -1393 40.0 2400 .82 .26 714 2400 -1686 45.0 2700 .74 715 2700 -1985 50,0 3000 .60 .21 721 3000 -2279 55 3300 .64 .';'0 739 37.00 • -2561 60.0 3600 - .61 .19 762 3600 -2838 65.0 3900 .60 .19 800. 3900 -3100 70.0 4200 .58 .18 834 4200 -3366 75.0 4500 .56 .17 851' 4500 -3649 80.0 4800 .53 .17 862 4800 -3938 85.0 5100 .52 .16 887 5100 -4213 90.0 5400 .50 .16 908 5400 -4492 95.0 5700 .49 .15 936 5700 -4764 100,11 6000 .48 .15 963 6000 -5037 THE MAXIMUM STORAGE IS 102.6834 CU. FT. »: The time of concentration is 17.9475: minutes. %t pa. w`- The Undeveloped flow out is 1 c.f.s. `TYPE g TEN YEAR STORM CALL PITE lst.. E^ITInN STripm,JP.TF4 9 ANASF'1FMT DeATMAGE eIMP IT!1TTPMS AREA OF PROJECT $5,013 /'24 ^rrrs o °1,5 lots. i.e.2,5 dwelling '-it; "dwelling units 2 i = 1 PI`6 From Table 1: /.57o 3.0 0 ii /r, ; A composite runoff coefficient 10 YEAR STORM: per gross acres" _ D it /r . .. lots 1 thru 13 Time of concentration T = C. (4 ) et = Coefficient of ruhoff = L (length of principal channel in feet X friction factor) N= .4 for grass lawns and . Ll6 for .gutters S= average slope OVERLAND: - c._..Ct � = N 1 . 6 �s J 117,34x ji urrro ,«5 GMTTFT FLOW: kJhcvr c<z_o::, Assume a flow depth of 0. ZDz 7 Z,,= A = 2 n.. 11/r. g = .0 /5 overland lL 10111 nnt. s 1; 3c. = 0.25 =c z = •p = 3L 7 ° = 2 2 5 0 r • From Figure 18 Noma •^.:rap? : s d.o /ol z = 22 5 J• F . d = O 2 R = i V = Q = ! ••• llse double dry well /s . 2 I Travel time in gutter - distance ZOY TOTAL TIME OF cO"'r.ErTRAT12n: Overland + gutter time = I Uhl I.- 2b! From Figure 2 Rainfall•Intensity: I _ 65 c! /hour Q. = r I A 0,25 x 1.55 Y x• =11,G I >� _J .ltX. lz SY minutes. CONTROL OF RUNOFF QUALITY; V G P A = 2 in. X 1 ft. / i.ns •. irtip,• V GP A = Volume, of grassed perct:'.ation area (ft Aimp = area of imnerviou, area = 1(.041 A . 5 1 �2 X .76 S� = 31 , V C Storm Runnff.lst. n itr trim v t .8,hala f & X15 (9)(345C.l95 r �. ( CC-5 :1 b LF of 208 ditch' • h 3.0 • Ao, !Lt c-cs/ er - 7 ' Pl rra' ■ I o e 2 = 4.5 S. Cross Sectional area - )(` •S ScS c. Cu ' 't. With grate 0.5 ft above bottom o n fditc, I -r_ *NM 4 , e q 0. -- tOPC, a/A-n4. , 91-1 V-1.2. 41-te0A-- Cerc-1165 No i4 cs o(C 117 L 1 -6-- t(o u� C ls d 3 , s c, � n . 2.��`7 5(. • 2a5n • , U1 v i ' ` a V3 a . 1 4 i..c _ � p z� G 5 ( � (Ire )(. 17-c — IXd' l`6 • .IZL le") " O\ S44.- r. l.5 Mlp 1 1, • 3 t, 4- t. 5 .. S w L 1,55" 11a0....614, C; = C c, A z-5 • 1.55 1/4 P- hi . 1 5r -3, C F 5 • DATE = 3/30/92 COMPUTED VALUES Ci = .15 L = 174.5 Se N = . 4 1 / S = . 001 V aOcal CHANNEL FLOW VALUES L = E5 Z1 = .172/ Z2 = 36✓ N = .016' - B = 0- S = .012` TD = .116 • DUR = 16.81 I10 = 1.65 010 = .36 i OA = .36 RATIONAL FORMULA HYDROLOGY DESIGNER = K. W MCMULKIN BASIN "2A" PROJECT NAME = PACE 1ST ADDITION/ EUGENE FISHER DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .88 ACRES • SUBAREA 1 RUNOFF COEFFICIENT = .25 TOTAL AREA = .88 ACRES COMPOSITE RUNOFF COEFFICIENT = .25 OVERLAND FLOW VALUES TF Iltisectet 9 •t.o 4C-9 "St .j.rn1 t - /00 •008 6 t' co Pt3 Z.44ef S LA g btu ,trgt_ BOWSTRING CALCULATIONS DATE = 3/30/92 DESIGNER = K W MCMULKIN BASIN "2A" PROJECT NAME = PACE 1ST ADDITION/ EUGENE FISHER DESCRIPTION = STORMWATER DRAINAGE t (min.) t Intensity Gdev. Vin Vout Storage (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .70 281 90 191 10.0 600 2.24 .49 396 180 216 15.0 900 1.77 .39 470 270 200 16.8 * 1009 1.65 .36 490 303 187 20.0 1200 1.45 .32 492 360 132 25.0 1500 1.21 .27 491 450 41 30. 0 1800 1.04 490 540 -50 35.0 2100 .91 .20 489 630 -141 40.0 2400 .82 .18 495 720 - 225 45.0 2700 .74 .16 495 810 -315 50. 0 3000 . 68 . 15 500 900 -400 55.0 • 3300 .64 .14 513 990 -477 60.0 3600 .61 . 13 529 1 080 -'551 65.0 3900 .60 .13 555 1170 -615 70.0 4200 .58 .13 580 1260 -680 75.0 4500 .56 .12 591 1350 -759 80.0 '4800 •53 .12 600 1440 -840 85.0 5100 .52 .11 617 1530 -913 90.0 5400 .50 .11 632 1620 - -988 95.0 5700 .49 .11 651 1710 -1059 '100.0 6000 .48 .11 670 1800 -1170 THE MAXIMUM STORAGE IS 216.2112 CU. FT. * The time of concentrat:ion is 16.80917 minutes. The Undeveloped flow out is .s c.f.s. TEN YEAR STORM I-:ALC DATE = 3/30/92 BOWSTRING CALCULATIONS DESIGNER = K W MCMULKIN BASIN "2A" PROJECT NAME = PACE 1ST ADDITION/ EUGENE FISHER DESCRIPTION = STORMWATER DRAINAGE t t Intensity Qdev. Vain Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5,0 300 3.18 .70 281 300 -19 10.0 600 2.24 .49 396 600 -204 15.0 900 1.77 .39 470 900 -430 16.8 * 1009 1.65 .36 490 1009 -519 20.0 1200 1.45 .7 492 1200 -708 2 5.0 1500 1.21 .27 491 1 500 -1009 30.0 1800 1.04 . 23 490 1800 -1310 35.0 2100 .91 .20 489 2100 -1611 40.0 2400 .82 .18 495400 -1905 45.0 2700 .74 .16 495 2700 2.7 05 50.0 3000 ..68 . 15 500 3000 -2500 55.0 3300 .64 .14 513 7700 -2787_ 60,0 3600 .61 .13 529 3600 -3071 65.0 3900 .60.. .13 555 900 -3345 70. 0 '4200 .58 .13 580 4 -3620 75.0 4500 .56 .12 591 4500 -3909 80.0 4800 .53 .12 600 4800 -4200 85.0 5100 . 52 .11 617 5100 -4483 90.0 5400 .50 .11 632 5400 -4768 95. 0 5700 .49 . 1 1 651 5700 -5049 100.0 6000 .48 .11 670 6000 -5330 THE MAXIMUM STORAGE IS 0 CU. FT. -*: The time of concentration is 16.80917 minutes. The Undeveloped flew out is 1 C.+.!=. TEN YEAR STORM GALL P aMe,4-. 2 . 8 , 5o3 AREA OF PROJECT • - PACE 1st. rminm §TORMWAT71 "ANACrIENT irATMAGE COmPUTATION5 ,8339 r‘cres 2,5 lots. i .e . dwelling uni t; "dwelling units per Gross acres" I to = AO From Table 1: /.6 3.0 D 1 .1/G A composittrunoff coefficient 10 YEAR STOR”: H lots 1 thru 13 Time of concentration To: =C r us e = Coefficient of runoff L. (length of principal N .4 for grass average slope ( ( 6 irc ) (Lic Illog..)32t)'1`4 DoIl GUTTET1 FLOW: Assume a flow depth of Z D' 3(,, X, .2 A - .7 channel in feet X friction factor) lawns and . DU for gutters OVERLAND: = .0/5 overland Pil 'ii rnit.es c a 0.25= c Z = . 0Z 7W = = . = 2, 6 0 W • — 57/3 From Figure 18 Homo Gra212: S = 6 1.01 z = 22 50 rr' d = I . 11.1 • 11 - . V = 2 ,07 A S ' Travel time in gutter - di stance = :05 3. 5 3 or j&fmintites TOTAL TM OF CONCENTRATITh Overland + gutter time A = ; I 4 5 L. 15,35 minutes. From Figure 2 Rainfall Intensitv:• • 1;15R/hour Q= CIA = O, 2S x 1.10)1% = e tt6 • • Use double dry well CONTROL OF RUNOFF QUALITY: Aimp = area of imperviou5 area -- a" 4/60 ST= RTC CI /37 Sti � .• • 415o .erri P.unof f / . 1st'. 2 -2- Ger c VGPA %;io. X 1 ft.//2 ip • Ft VGP A = Volume of grassed percelati area @A / 'Lc ecal- ictS ° zsi cob 0. = 07c9cPS Cross Sectional area With grate 0.5 ft above bottom of ditch 1141 LF of 208 ditch 4. �J( /A-L 2 Q 3x Cr/ f5#1.- . N 31 � frS 2.1C CfrJu - 20., R Q V = . SG v, )5 /2- S/3 3cee ,t4 S C� d, ;,075 0 = \I Is U A i k' d. Csz q �(- lX 0 1t13 IA• "? k' • �~= 15.3 nk L _ t.1 s " /Ht. Y DATE = 3/30/92 PROJECT NAME = PACE 1ST ADDITION/ EUGENE FISHER DESCRIPTION = STURMWATER DRAINAGE SUBAREA 1 = .51 ACRES / w 0 A-0 SUBAREA 1 RUNOFF COEFFICIENT = . TOTAL AREA = .51 ACRES . 9 R-Q . COMPOSITE RUNOFF COEFFICIENT = 25 OVERLAND FLOW VALUES Ct = . 15 '/ L = 152.8 IU = . 4 ✓ S = . 001 CHANNEL FLOW VALUES (XnwQ`c- L = 142.8 ' gm , 4-O 'Z-F r ;^-4 d Ne, So --pA - - 'Z 1 = . 17 1 LAT L i t t Q Pomp Scoot e►►Arc6 Etfl Z2 = co if N = .016 B = 0 S = .011 ✓ TD = .097 COMPUTED VALUES DUF: = 15.92 110 = 1.71 010 = ," OA = .22 RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN "2B" L 10 T RECE.DeVED APR 0 21992 MAINE COUNTY ErIGINEER 44 trA-L'Ar DATE _ 3/30/92 DESIGNER = K W MCMULKIN E +ASIN "26" DESCRIPTION = STORMWATER DRAINAGE E4CWSTRING CALCULATIONS PROJECT NAME = PACE 1ST ADDITION/ EUGENE FISHER t t Intensity Odev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .41 163 90 73 10.0 600 2.24 .29 230 180 50 15.0 900 1.77 - 272 270 15.9 * 955 1.71 . 279 287 -8 2 0.0 1200 1.45 .18 282 360 -70 25.0 1500 1.21 .15 202 450 -168 70.0 1800 1.04 .13 282 540 -258 35.0 2100 .91 .12 281 630 -349 40.0 2400 .82 .10 285 720 -435 45.0 2700 .74 .09 285 810 -525 50.0 300 .68 .09 288 900 -612 55.0 3300 .64 .08 296 990 -694 600 3600 .61 .08 305 1080 -775 65.0 3900 .60 .08 321 1170 -849 70.0 4200 .58 .07 335 1260 -925 75.0 4500 .56 .07 341 1350 -1009 90.0 4900 .53 .07 346 1440 -1094 85.0 5100 . 52 .07 356 1530 -1174 90.0 5400 .50 .06 365 1620 -1255 '95.0 5700 .49 .06 376 1710 -1334 100.0 6000 .48 .06 387 1800 -1413 THE MAXIMUM STORAGE IS 72.9909 CLJ. FT. k. The time of concentration is 15.92202 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALL PACE lst. F21TInrl STOPmwr.Trn ”ANAGF "FMT nrP.1NAr,r ennpoTATTems CM—"—t.— .— b , J rr AREA OF n ^.OJECL 5011 r•rrrs :5 1. lots, i.e. i ,5 • dwelling uni ?;s Lu • "dwelling units per gross acres" _ " "!' A Gi = 29% n?un A Sb1 From Table 1: 1.6m 3.0 O DPI A compositerunnff coefficient =O.2S= C 10 YEAR STORM: lots 1 thru 13 Time of concentration T = Cif (9N S / 1 • 6 � Y C = Coefficient of runoff LN = (length of principal channel in feet X friction factor) PI = .4 for grass 1 awns and . D14 for gutters S = average slope OVERLAND: lc C 6 t I =Nl • _ isti: t� l�__ frdfy GUTTED R. 1 ?; Assume a flow depth of Z ED 3�X•' - a �Jh -i -r_ Cqo;; 51.0'x'.: -t = • 0 /S overland X2..5 / mi mites Z'= 7 = F . 017W = 3 = 2,25 From Figure 18 Nom nraLi: s = . D( z = 2250 F d = 0. 2. ' = I.S. v = Q = t _ 5 = 2 ,a' S t •l2 Travel time in gutter - distance 142-7e = (' -41 S or if minutes •'• Use double dry well .2 CONTROL OF RUNOFF QUALITY: V G P A = 1 in. X 1 ft. //2 „ in. Ainip, 1 > . )1/4, _ . 1 L lL�• _ l2sf %p TOTAL TIME_ nF CO"'CFt!TR.ATIn ": Overland.,+ gutter time = 1241#J./ = 15.t5 minutes. From Figure 2 Rainfall Intensity: ur ,. - /hour [ Q = C I A = 0 , 25x i.a = (23'"d15 IFS V G P A = Volume of grassed percolation area (ft Aimp = area of impervinu, area � n Storm Runnff.1st. /2 z x 4400 Sr- - fere' 1241/C,1409-C1-17 Q ( � U i �tw 4 (9�� t/ Lc- -2- 48iCo SC - FC2 4 9 e , G p .�.� a. . .1 �SZ�' IX3 Cross Sectional area = With grate 0.5 ft above bottom of ditch 4 ' C u t.B i3H- h= 3" . 2A-o% 1 C FS y LF of 208 ditch -zes J 5 4.F. 4rC P,sT. c y L S w A- c �d 9 • 4 418 P �� /% ,,k. rttek- 0 ,Ato1/4. 2- ID . .076 5 (,1-3 s 11 7- a 1 3 t... 5 C • 2. • • I d tt a a. cD45 d t) s o ko V I d cti C F s. 3q'-.Mt , 21 ch . t• t. LC. c7 `At • 3 . 5 c.. . _. :-- .L, i r.--s ■ r..) , a ci. • teal • . at 2- cl DATE = 3/30/92 DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = . 95 ✓ ACRE S • 41 TOTAL AREA = .95 ACRES OVERLAND FLOW VALUES et = . 15" L = 167 N = .4/ S = 008 . 0e CHANNEL FLOW VALUES L = Z 1 =_ .172 ✓ Z2 = 36 s N = .016 = 0 V S = .008 V TD = .146 COMPUTED VALUES DUR = 9.40 I10 = _._3 010 = .55 CA = .55 RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN "3A" PROJECT NAME = PACE 1ST ADDITION/ EUGENE FISHER SUBAREA 1 RUNOFF COEFFICIENT = .25 COMPOSITE RUNOFF COEFFICIENT = .25 RECEWED APR o2 1992 11,0''k ECSINEER MOM .ugo., --JL BOWSTRING CALCULATIONS DATE = 3/30/92 DESIGNER = K W IICMULKIN BASIN "3A" PROJECT NAME = PACE 1ST ADDITION/ EUGENE FISHER DESCRIPTION = STORMWATER DRAINAGE t t Intensity Odev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .76 304 90 214 9.4 564 .55 418 169 248 10.0 600 24 .53 421 180 241 15.0 900 1.77 .42 459 270 189 20.0 1200 1.45 .34 479 360 119 25.0 1500 1.21 .29 486 450 - 36 30.0 1800 1.04 .25 492 540 -48 35.0 2100 .91 . 22 495 630 - -135 40.0 2400 .82 .19 505 720 -215 45.0 2700 .74 .18 508 810 -302 50.0 3000 .68 .16 515 900 • - 385 55.0 3300 .64 .15 531 990 - 459 60.0 3600 .61 .14 549 1080 -531 65.0 3900 .60 .14 578 1170 -592 70.0 4200 .58 .14 605 1260 -655 75.0 4500 .56 .13 618 1350 -732 80.0 4800 .53 .13 628 1440 -812 85.0 5100 .52 .12 647- 1530 -883 90.0 5400 .50 .12 664 1620 -956 95.0 5700 .49 :12 686 1710 -1024 100.0 6000 .48 . 1 1 706 1800 -1094 THE MAXIMUM STORAGE IS 248.374504517 CU. FT. * The time of concentration is 9.403515 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALL 'ATE = 3/30/92 DESIGNER = K W MCMULKIN BASIN "3A" ROJECT NAME = PACE 1ST ADDITION/ EUGENE FISHER ESCRIETION STORMWATER DRAINAGE BOWSTRING CALCULATIONS t t Intensity Odev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) '.(cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .76 304 300 4 9.4 * 564 2 .33 .55 418 564 -147 10.0 600 2.24 .53 421 600 -179 15.0 900 1.77 .42 459 900 - -441 20.0 1200 1.45 .34 479 1200 -721 25.0 1500 1.21 .29 486 1500 -1014 30.0 1800 1.04 .25 492 1800 -1308 35.0 2100 .91 495 2100 -1605 40.0 2400 .82 .19 505 2400 -1895 45.0 2700 .74 .18 508 2700 -2192 50.0 3000 .68 .16 515 3000 -2485 55.0 3300 .64 .15 531 7.300 -2769 60.0 3600 .61 .14 549 3600 -3051 65.0 3900 • .60 .14 578 3900 -3322 70.0 4200 .58 . 14 605 4200 -3595 /5. 0 4500 . 56 .13 618. 4500 3882 80.0 4800 .53 .13 628 4800 - 4172 85.0 5100 .52 .12 647 5100 -4453 90.0 5400 . 50 . 12 664 5400 -4736 95.0 5700 .49 .12 686 5700 -5014 100.0 6000 .46 .11 706 6000 -5294 THE MAXIMUM STORAGE IS 3.6125 CU. FT. The time of concentration is 9.403515 minutes. The Undeveloped flow out is 1 c.f.s. • TEN YEAR STORM CALL: akita w 3a_ 4E 1Rb' p AREA OF PROJECT: 1�� - - 1 s-s Ames - — H3S .2. 5 lots. i .e. - dwelling unit, • "dwelling units per gross acres" _ From Table 1: I.5 To 3. D U /r; A composite runoff coefficient 10 YEAR STOP ".: lots 1 thru 13 = G ' t l' 6 Time of concentration T ( irc C = 'Coefficient of runoff L (length of principal channel in feet X friction factor) = • 4 - for grass lawns and for gutters = average slope OVERLAND: -t = • 0/5 overland TCi C� ( «� — 1 1 ;?5 ^ii nutes - Zf .oxSq I GUTTEP FLOC ?: Assume a flow depth of 0• = 2 .Jhe.' -e E PACE 1st.•EOITIPN si '"ArlArF'!FNT h^ATNAGE COmPI.TATTDNS , i (LN).6 C :Los n II /r n = 0.25= 3�. r et . R FS: '- '3 . L •� Z"1 2 = . OZ 7W = 3 L. 7 = 3c� = 225 r • 0/6 From Figure 18 Iomo Graph: s = 6.00$ z = 22 h d 0 -2 = ,15 c-05 ,l2 tj Y's J2 Travel time in gutter -) 2 -5 distance l_ = f p s { S or pi minutes • ` 't ` IY . y x ale TOTAL TIME OF CONCENTRATION:: Overland + gutter time = 7354-I,01 ' a,�2 minutes. From Figure 2 Rainfall Intensity: 1.-,J5 /hour Q = c I A = 0,25X 235 ° •' '5y = 55 CFS. ��• Us,e double dry well:: CONTROL OF RUNOFF QUALITY 1 V G p A = Y2 in. X 1 ft. //2 n i.n ":irtip. V G P A = Volume of grassed percolation area (ft Aimp = area,of impervious area = ✓ / n .5 /lp�` 51: diet, , F `';t.orm ^unof.f.lst. / 2 • 0 1 2. 004 iT -2- Cross Sectional area With grate 0.5 ft above bottom of ditch 169 LF of 202 ditch Coad or -titha6 � I l it- - ' 1 cis / , . 3.0c 'IC moo* gl 2 1. 2.' 4 t- 1'14 2- X ,5 2 '? , 62. cf 4 is alia, 3 o, (? 1, R) ,oct v also O 13•4 2,6“1 -- 1-2 t. flI I 1 416 S .21— - sc ") C•2 -;-- C 576-7 , 18. ici p CZ V 6 St, 'er — . - 1 • ' ; 2_ 1- 1,35 ci 4 S fr- cs-s7 • DATE = 3/30/92 PROJECT NAME = PACE 1ST ADDITION/ EUGENE FISHER DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .55 ACRES LO , SUBAREA 1 RUNOFF COEFFICIENT = .25 TOTAL AREA = .55 ACRES , COMPOSITE RUNOFF COEFFICIENT = .25 OVERLAND FLOW VALUES Ct = 15" L = 146.6 N = .4 S = .006 .Oc CHANNEL FLOW VALUES L = 937 Z1 = .172 / Z2 = 36 N = .016 B = 0 " S = . 00B TD = .1195 COMPUTED VALUES DUR = 9.25 I10 = _.35 010 = .32 OA = RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN "3B" DATE = 3/30/92 BOWSTRING CALCULATIONS DESIGNER = K W MCMULKIN BASIN "3B" PROJECT NAME = PACE 1ST ADDITION/ EUGENE FISHER DESCRIPTION = STORMWATER DRAINAGE t t Intensity Gdev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .44 176 90 86 9.2 555 2.35 .32 240 166 74 10.0 600 2.24 .31 243 180 63 15.0 900 1.77 .24 265 270 -5 20.0 1200 1.45 .20 277 360 -83 25.0 1500 1.21 .17 281 450 -169 30.0 1800 1.04 .14 284 540 -256 35.0 2100 .91 .13 286 630 -344 40.0 2400 .82 .11 292 720 -428 45.0 2700 .74 .10 294 810 -516 50.0 7.000 .68 .09 298 900 -602 55.0 3300 .64 .09 307 990 -683 60.0 3600 .61 .08 318 1080 -762 65.0 3900 .60 .08 335 1170 -835 70.0 4200 . 58 ,08 350 1260 -910 .75.0 4500 .56 .08 358 1350 -992 80.0 48ii> . 53 .07 364 1440 -1076 85.0 5100 .52 .07 375 1530 -1155 90.0 5400 .50 .07 384 1620 -1236 95.0 .5700 .49 .07 397 1710 -1313 100.0 6000 .48 .07 408 1900 -1392 THE MAXIMUM STORAGE IS 85.7745 CU. FT. The time of concentration is 9.249928 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALL DATE = 3/30/92 BOWSTRING CALCULATIONS DESIGNER = K W MCMULKIN BASIN "3B" PROJECT NAME = PACE 1ST ADDITION/ EUGENE FISHER DESCRIPTION = STORMWATEFt DRAINAGE t t Intensity Gdev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .44 176 300 -124 9.. * 555 2 .35 .3 240 5.5 -315 10.0 600 2.24 .31 243 600 -357 15.0 900 1.77 .24 265 900 -635 20.0 1200 1.45 .20 277 1200 -923 25.0 1500 1.21 .17 281 1500 -1219 30.0 1800 1.04 .14 284 1800 -1516. 35.0 2100 .91 .13 266 2100 -1814 40.0 2400 .82 .11 292 2400 -2109 45.0 2700 .74 .10 294 2700 -2406 50.0 3000 . 68 . 09 298 3000 -2702 55.0 3700 .64 .09 307 3300 -2993 60.0 3600 .61 .08 318 3600 -3282 65.0 3900 .60 .08 335 3900 -3565 70.0 4200 .58 .08 350 4200 -7850 75.0 4500 .56 .08 358 4500 -4142 80.0 4800 . 53 . 07 364 4800' -4436 85.0 .5100 .52 .07 375 5100 -4725 c 384 5400 -50 90.0 5400 . �0 .117 38 l 54.. - 16 95.0 5700 .49 .07 397 5700 -5303 100.0 6000 .48 .07 408 6000 -5592 THE MAXIMUM STORAGE IS 0 CU. FT. T. The time of concentration is 9.249928 minutes. The Undeveloped flow out is 1 c.f.s. TEN YEAR STORM CALL (Ufa.... 3 b 1 3,81 / AREA CF PROJECT: �35�0 - = 5 -y) `,S lots, i.e.1,5• dwelling units "dwelling units per gross acres" 1;3-,1= 214 From Table 1: 10 YEAR STOR9: PACE 1st... FnITIOt! STOPMWP.TF2 ' ^AMAGF"!FMT. nnATP!AGE CflMPL!TATTCMS 1 Min OVERLAND: T� = Ct C 1=,N1 , 6 nn -us O . n i IT ;6(35 ,R,55 GI!TTEP FLOW: Assume a flow depth of C9• Z D 3CN A = ? = 2 = �.Jh Cv r_ C <Zo ::s 5i_•(ei Ar re 4 ).6t0 3.0 0 '!/; A composite. runoff coefficient = 0.25= C lots 1 thru 13 Time of concentration 7 = et (U5 6 et = Coefficient of runoff L/./ = L (length of principal channel in feet X friction factor) N = .4 for grass lawns and. PH, for gutters S = average slope .0 /5 overland nli nutes c . l3 _L z = • OZ7W = 7 = = w. • /6 t - --v: From Figure 18 Momo Gra2 s = , po z •= 2253 h = I `I • v = Q = d = I 'i time in gutter - . distance = 5 4o S or Q+ minutes 0 I 1 a I IC I Q 0. TOTAL TIME of CONCENTRATIm"!: Overland + gutter time = .1'l ,YS! =1,02 minutes. From Figure 2 Rainfall Intensitv: /hour Q = c I A = 0,25 X Z,35.v.sto3 = CFS' • • • Us double dry well CONTROL OF RUNOFF QUALITY G P A = 1 4 in. X 1 ft.//2 V G P A = Volume of grassed perriiation area (ft /limp = area of impervion5 area 1 7i 7\3544 Sr " 414 Ctorm Diann ff . 1 s t 2 » 1 135Go '5 3o ‚7 c„ s • Ci r _ 0 0 1— 0 • 5 t., 5 :: 03 p s C S at fr le4b flti c)k c-R,..„.„,1 6cAlt1 A.- a. . S t 31. CA A • eecp"(D 7 Cross Sectional area = L015 , 37bLF of 208 ditch God o ?E,at 3 1 A- ••••• n. 2' 4< )142- �C S A!6 SF' With grate 0.5 ft above bottom of ditch 1 -2 J -7 SG 3" 2 -O� 3b ca . . L 2tu mch 1 (Rik) c rz. c pbc • lit cl, 3 ,o1 a LI N .)) . 3 Lt L s C., FS , t sr ' Is 18 - • 3 5 . - _ - , "") — ? c s SUBAREA 1 = 1.26 ACRES TOTAL AREA = 1.26 ACRES OVERLAND FLOW VALUES C+ = .15 L = 199.6 ' N = .4 S = .003 CHANNEL FLOW VALUES L = 160 Z1 = .172 Z2 = 36 N = .016 B = 0 S = .008 TD = .148 COMPUTED VALUES DUR = 13,72 I10 = 1.87 Q10 = .59 QA = .57 RATIONAL HYDROLOGY DATE = 04/06/92 DESIGNER = BILL HFMMINGS BASIN 1A PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION SUBAREA 1 RUNOFF COEFFICIENT = .25 COMPOSITE RUNOFF COEFFICIENT = .25 ,,, 4�g ~ '~~,^Z_ BOWSTRING CALCULATIONS DATE = 04/06/92 DESIGNER = BILL HEMMINGS BASIN 1A PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION t t Intensity Odev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 1.00 403 90 313 10.0 600 2.24 .71 567 180 387 13.7 * 823 1.87 .59 651 247 404 15.0 900 1.77 .56 658 270 388 20.0 1200 1.45 .46 676 360 316 25.0 1500 1.21 .38 678 450 228 30.0 1800 1.04 631 540 141 35.0 2100 .91 .29 682 670 52 40 2400 .82 .26 692 720 -28 45.0 2700 .74 .23 695 810 -115 50.0 3000 .68 .21 703 900 -197 55.0 3300 .64 .20 722 990 -268 60.0 3600 .61 .19 746 1080 -334 65.0 3900 .60 .19 783 1170 -387 • 70.0 4200 .58 .18 818 1260 -442 75.0 4500 .56 .17 836 1350 -514 80.0 4800 ' .17 848 1440 -592 85.0 5100 .52 .16 873 1530 -657 90.0 5400 .50 .16 895 1620 -725 95.0 5700 .49 .15 923 1710 -787 100.0 6000 .48 .15 950 1800 -850 THE MAXIMUM STORAGE IS 403.643100324 CU. FT. * The time of concentration is 13.71704 minutes. The , Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALC BOWSTRING CALCULATIONS DATE = 04/06/92 DESIGNER = BILL HEMMINGS BASIN 1A PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION t t 'Intensity Qdev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 , 1.00 403 300 103 10.0 600 2.24 .71 567 600 -33 13.7 * 823 1.87 .59 651 823 -172 15.0 900 1.77 .56 658 900 -242 20.0 1200 1.45 .46 676 1200 -524 25.0. 1500 1.21 . .- .678 1500 - -822 7( 0.0 1800 1.04 .33 681 1800 -1119 35 2100 . .91 .29 682 2100 -1418 40.0 2400 .82 .26 692 2400 -1708 45.0 2700 .74 . 23 695 2700 -2005 50.0 3000 .68 .21 703 3000 -2297 55.0 3300 .64 .20 722 3300 -2578 60.0 3600 .61 .19 746 3600 -2854 65.0 3900 .60 .19 783 3900 -3117 70.0 4200 .58 .18 818 4200 -3382 75.0 4500 .56 .17 836 4500 -3664 80.0 4800 .53 .17 848 4800 -3952 85.0 5100 .52 .16 873 5100 - 4227 90.0 5400 .50 .16 895 5400 -4505 95.0 5700 .49 .15 923 5700 -4777 100.0 6000 .48 .15 950 6000 -5050 THE MAXIMUM STORAGE IS 102.6834 CU. FT. * The time of concentration is 13.71704 minutes. The Undeveloped flow out is 1 c.f.s. TEN YEAR STORM CALC "- � PAC:CS / ����� ^� ��J �- _ � � ������ �� �m�� J �� � ������ �L�� 4- Z' RATIONAL FORMULA HYDROLOGY e tr-tc DATE = 04/07/92 DESIGNER = BILL HEMMINGS BASIN 18 PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION SUBAREA 1 = 1.26 ACRES TOTAL AREA = 1.26 ACRES OVERLAND FLOW VALUES Ct = .15 L = 200.3 N = .4 S = .001 CHANNEL FLOW VALUES L = 160 Z1 = .172 Z2 = 36 N = .016 B = 0 S = .01 TD = .135 COMPUTED VALUES DUR = 16,29 I10 = 1"55 010 = .49 QA = .50 SUBAREA 1 RUNOFF COEFFICIENT = .25 COMPOSITE RUNOFF COEFFICIENT = .25 BOWSTRING CALCULATIONS DATE = 04/07/92 DESIGNER = BILL HEMMINGS BASIN 1B PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION t t Intensity Odev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 700 3.18 1.00 403 90 313 10.0 600 2.24 .71 567 180 387 15.0 900 1.77 .56 672 270 402 18.3 * 1098 1.55 .49 719 329 390 20.0 1200 1.45 .46 719 360 359 25.0 1500 1.21 .38 714 450 264 30.0 '1800 1.04 . 33 712 540 172 35.0 2100 .91 .29 709 630 79 40.0 2400 .82 .26 716 720 -4 45.0 2700 .74 .23 716 810 -94 50.0 3000 .68 .21 723 900 -177 55.0 3300 .64 .20 741 990 -249 60.0 3600 .61 .19 763 1080 -317 65.0 3900 .60 .19 801 1170 -369 70.0 4200 .58 .18 836 1260 - 424 75.0 4500 .56 .17 852 1350 -498 80.0 • 4800 .53 .17 864 1440 -576 85.0 5100 . 52 .16 888 1530 -642 90.0 5400 .50 .16 909 1620 -711 95.0 5700 .49 .15 937 1710 -773 100.0 6000 .48 .15 964 1800 -836 THE MAXIMUM STORAGE IS 402.4053 CU. FT. *'The time of concentration is 18.29317 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALC BOWSTRING CALCULATIONS DATE = 04/07/92 DESIGNER = BILL HEMMINGS BASIN 1B PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION t t Intensity Odev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 1.00 403 300 103 10.0 600 2.24 .71 567 600 -33 15.0 900 1.77 .56 672 900 -228 18.3 * 1098 1.55 .49 719 1098 -378 20.0 1200 1.45 .46 719 1200 -481 25.0 1500 1.21 .38 714 1500 -786 30.0 1800 1.04 .33 712 1800 -1088 35.0 2100 .91 .29 709 2100 -1391 40.0 2400 .82 .26 716 2400 -1684 45.0 2700 .74 . 23 716 2700 -1984 50.0 3000 .68 .21 723 3000 -2277 55.0 3300 .64 .20 741 3300 -2559 60.0 3600 .61 .19 763 3600 -2837 65. 0 3900 .60 . 19 801 3900 -3099 70.0 4200 .58 .18 836 4200 -3364 75.0 4500 .56 .17 852 4500 -3648 80.0 4800 .53 ' .17 864 4800 -3936 85.0 5100 .52 .16 888 5100 -4212 90.0 5400 .50 .16 909 5400 -4491 95.0 5700 .49 .15 937 5700 -4763 100.0 6000 .48 .15 964 6000 -5036 THE MAXIMUM STORAGE IS 102.6834 CU. FT. * The time of concentration is 18.29317 minutes. The Undeveloped flow out is 1 c.f.s. TEN YEAR STORM CALC RATIONAL FORMULA HYDROLOGY DATE = 04/08/92 DESIGNER = BILL HEMMINGS BASIN 1B PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION SUBAREA 1 = .1956 ACRES TOTAL AREA = .1956 ACRES OVERLAND FLOW VALUES Ct = .15 L = 0 N = .4 S = .001 CHANNEL FLOW VALUES L = 160 Z1 = .172 Z2 = 36 N = .016 B = 0 S = .01 TD = :14 COMPUTED VALUES DUR = 5.00 I10 = 3.18 Q10 = .56 QA = .55 SUBAREA 1 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = .9 BOWSTRING CALCULATIONS DATE = 04/08/92 DESIGNER = BILL HEMMINGS BASIN 1B PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION t t Intensity Odev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft..) (cu. ft.) 5.0 * 300 3.18 .56 225 90 135 10.0 600 2.24 .39 277 180 97 ' 15.0 900 1.77 .31 312 270 42 20.0 1200 1.45 .26 ...32 360 -28 25.0 1500 1.21 .21 341 450 -109 30.0 1800 1.04 .18 348 • 540 -192 35.0 2100 .91 .16 353 630 -277 40.0 2400 .82 .14 361 720 -359 45.0 2700 .74 .13 365 810 -445 50.0 3000 .68 .12 371 900 -529 55.0 3300 .64 .11 383 990 -607 60.0 3600 .61 .11 398 1080 -682 65.0 3900 .60 .10 419 1170 -751 70.0 4200 .58 .10 439 1260 -821 75.0 4500 .56 .10 450 1350 -900 80.0 4800 .53 .09 457 1440 -983 85.0 5100 .52 .09 472 1530 -1058 90.0 5400 .50 .09 484 1620 -1136 95.0 5700 .49 .09 500 1710 -1210 100.0 6000 .48 .08 516 1800 -1284 THE MAXIMUM STORAGE IS 135.0424944 CU: FT. * The time of concentration is 5 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALC BOWSTRING CALCULATIONS DATE = 04/08/92 DESIGNER = BILL HEMMINGS BASIN 1B PROJECT NAME = FACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION t t Intensity Odev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .56 225 300 -75 10.0 600 2.24 .39 •277 600 -323 15.0 900 1.77 .31 312 900 -588 20.0 1200 1.45 .26 332 1200 -868 25.0 1500 1.21 .21 341 1500 -1159 30.0 1800 1.04 .18 348 1801 -1452 35.0 2100 .91 .16 353 2100 -1747 40.0 2400 .82 .14 361 2400 -2039 45.0 2700 .74 .13 365 2700 -2335 • 50.0 3000 .68 .12 371 3000 -2629 55.0 3300 .64 .11 383 3300 -2917 60.0 3600 .61 .11 398 3600 -3202 65.0 3900 .60 .10 419 ' 3900 -3481 70.0 4200 .58 .10 439 4200 -3761 75.0 4500 .56 .10 450 4500 - 4050 80.0 4800 .53 .09 457 4800 -4343 85.0 5100 .52 .09 472 5100 -4628 90.0 5400 .50 .09 484. 5400 -4916 95.0 5700 .49 .09 500 5700 -5200 100.0 6000 .48 .08 516 6000 -5484 THE MAXIMUM STORAGE IS 0 CU. FT. * The time of concentration is 5 minutes. The Undeveloped flow out is 1 c.f.s. TEN YEAR STORM CALC RATIONAL FORMULA HYDROLOGY DATE = 04/07/92 DESIGNER = BILL HEMMINGS BASIN 2A PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION SUBAREA 1 = .94 ACRES TOTAL AREA = .94 ACRES OVERLAND FLOW VALUES Ct = .15 L = .174°5 N = .4 S = .001 CHANNEL FLOW VALUES L = 132 Z1 = "172 Z2 = 36 N = .016 B = 0 G = .012 TD = .116 COMPUTED VALUES DUR = 16.69 I10 = 1.66 Q10 = .39 QA = .36 �� � h�0 *� /r-^l��\�� � | �~�mr~~ �����J"`� Ae '� �� 4� � �� SUBAREA 1 RUNOFF COEFFICIENT = "25 COMPOSITE RUNOFF COEFFICIENT = .25 � �-CD/ 4 ^ 7 'CZ- wgru`���� BOWSTRING CALCULATIONS DATE = 04/07/92 DESIGNER = BILL HEMMINGS BASIN 2A PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION t t Intensity Odev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .75 300 90 210 10.0 600 2.24 .53 423 180 243 15.0 900 1.77 .42 502 270 232 16.7 * 1001 1.66 .39 522 300 222 20.0 1200 1.45 .34 525 360 165 25.0 1500 1.21 .28 523 450 73 30.0 1800 1.04 .24" 523 540 -17 35.0 2100 .91 .21 522 630 -108 40.0 2400 .82 .19 528 720 -192 45.0 2700 .74 .17 529 810 -281 50.0 3000 .68 .16 534 900 -366 55.0 3300 .64 .15 548 990 -442 60.0 3600 .61 .14 565 1080 -515 65.0 3900 .60 .14 593 1170 -577 70.0 4200 .58 .14 619 1260 -641 75.0 4500 .56 .13 631 1350 -719 80.0 4800 .53 .12 640 1440 -800 85.0 5100 . 52 .12 658 1530 -872 90.0 5400 .50 .12 674 1620 -946 95.0 5700 .49 .12 696 1710 -1014 100.0 6000 .48 .11 715 1800 -1085 THE MAXIMUM STORAGE IS 243.2256 CU. FT. * The time of concentration is 16.6869 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALC BOWSTRING CALCULATIONS DATE = 04/07/92 DESIGNER = BILL HEMMINGS BASIN 2A PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SIJBDIVISION t t Intensity Gdev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cU. ft.) (cu, ft.) (cu. ft.) 5.0 300 10.0 600 15.0 900 16.7 * 1001 20.0 1200 25.0 1500 30.0 1800 35.0 2100 40.0 2400 45.0 2700 50.0 3000 55.0 _300 60.0 3600 65.0 3900 70.0 4200 75.0 4500 80.0 4800 85.0 5100 90.0 5400 95.0 5700 100.0 6000 I • i 7.18 .75 300 300 2.24 .5., 423 600 -177 1.77 .42 502 900 -398 1.66 .39 522 1001 -479 1.45 .34 525 1200 -675 1.21 .28 52.3 1500 -977 1.04 .24 523 1800 -1277' . 91 .21 522 2100 -1578 . 82 .19 528 2400 -1872 . 74 .17 529 2700 -2171 .68 .16 534 3000 -2466 . 64 .15 548 3300 -2752 . 61 .14 565 3600 3035 . 60 .14 593 3900 -3707 . 58 .14 619 4200 -3581 . 56 .13 631 4500 -3869 . 53 .12 640 4800 -4160 . 52 .12 658 5100 -4442 . 50 .12 674 5400 -4726 .49 .12 696 5700 -5004 . 48 .11 715 6000 -5285 THE MAXIMUM STORAGE IS .4146 CU. FT. * The time of concentration is 16.6869 minutes„ The Undeveloped flow out is 1 c.f.s. TEN YEAR STORM CALC � ° RATIONAL FORMULA HYDROLOGY DATE = 04/07/92 DESIGNER = BILL HEMMINGS BASIN 2B PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION SUBAREA 1 = .6 ACRES TOTAL AREA = .6 ACRES OVERLAND FLOW VALUES Ct = ^15 L = 152.8 N = .4 S = .001 CHANNEL FLOW VALUES L = 140 Z1 = .172 22 = 36 N = .016 B = 0 S = .011 TD = .103 COMPUTED VALUES DUR = 15.81 I10 = 1.71 010 = .26 8A = "25 �^- �� �` �,���� i �oov �� ��� ~� ` SUBAREA 1 RUNOFF COEFFICIENT = .25 COMPOSITE RUNOFF COEFFICIENT = .25 ,� �e/if:34%J 4^7° a �� `�*644^srPri- '� BOWSTRING CALCULATIONS DATE = 04/07/92 DESIGNER = PILL HEMMINGS BASIN 28 PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION t t Intensity Ddev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .48 192 90 102 10.0 600 2.24 .34 270 180 90 15.0 900 1.77 .27 320 270 50 15.8 * ,949 1.71 .26 327 285 42 20.0 1200 1.45 .22 331 360 -29 25.0 1500 1.21 .18 331 450 -119 30.0 1800 1.04 .16 331 540 -209 35.0 2100 .91 .14 331 630 -299 40.0 2400 .82 .12 335 720 -385 45.0 2700 .74 .11 336 810 -474 50.0 3000 .68 .10 339 900 -561 55.0 3300 .64 .10 348 990 -642 60.0 3600 .61 .09 359 1080 -721 65.0 3900 .60 .09 377 1170 -793 70.0 4200 .58 .09 393 1260 -867 75.0 4500 .56 .08 401 1350 -949 80.0 4800 .53 .08 407 1440 -1033 85.0 5100 .52 .08 419 1530 -1111 90.0 5400 .50 .08 429 1620 -1191 95.0 5700 .49 .07 443 1710 -1267 100.0 6000 .48 .07 455 1800 -1345. THE MAXIMUM STORAGE IS 101.754 CU. FT. * The time of concentration is 15.81352 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALC BOWSTRING CALCULATIONS DATE = 04/07/92 DESIGNER = BILL HEMMINGS BASIN 2B PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION t t Intensity Qdev" Vin Vout Storage (min") (sec") (in"/hr") (c^f"s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .48 192 300 -108 10.0 ' 600 2.24 .34 270 600 -330 15.0 900 1.77 .27 320 900 -580 15.8 * 949 1.71 .26 ' 327 949 -622 . 20°0 1200 1.45 "22 331 1200 -869 25.0 1500 1.21 .18 331 1500 -1169 30.0 1800 1.04 .16 331 1800 -1469 35.0 2100 .91 .14 331 2100 -1769 40"0 2400 .82 .12 335 2400 -2065 45.0 2700 .74 .11 336 2700 -2364 50,0 3000 .68 .10 339 3000 -2661 55,0 3300 .64 .10 348 3300 -2952 60"0 3600 .61 .09 359 3600 -3241 65.0 3900 .60 .09 377 3900 -3523 70^0 4200 .58 .09 393 4200 -3807 . 75.0 4500 .56 .08 401 4500 -4099 80.0 4800 .53 .08 407 4800 -4393 85.0 5100 . 52 "08 419 5100 -4681 90.0 5400 .50 .08 429 5400 -4971 95.0 5700 .49 .07 443 5700 -5257 100.0 6000 .48 .07 455 ' 6000 -5545 THE MAXIMUM STORAGE IS 0 CU. FT. * The time of concentration is 15.81352 minutes. The Undeveloped flow out is 1 c.f"s. TEN YEAR STORM CALC RATIONAL FORMULA HYDROLOGY DATE = 04/08/92 DESIGNER = BILL HEMMINGS BASIN 28 PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION SUBAREA 1 = .1108 ACRES TOTAL AREA = .1108 ACRES OVERLAND FLOW VALUES Ct = 0 L. = 0 N = 0• S = 0 CHANNEL FLOW VALUES L = 140 Z1 = .172 ' Z2 = 36 N = .016 B = 0 S = .011 TD = .11 COMPUTED VALUES DUR = 5.00 I10 = 3.18 010 = .32 QA = .30 SUBAREA 1 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = .9 BOWSTRING CALCULATIONS DATE = 04/08/92 DESIGNER = BILL HEMMINGS BASIN 28 PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION t t Intensity Odev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 * 300 3.18 ..'_+2 127 90 37 10.0 600 2.24 -,.. 157 180 -23 15.0 900 1.77 .18 177 270 -93 20.0 1200 1.45 .14 188 360 -172 25.0 1500 1.21 .12 193 450 -257 30.0 1800 1.04 .10 197 540 -343 35.0 2100 .91 .09 200 630 -430 40.0 2400 .82 .08 205 720 -515 45.0 2700 .74 .07 207 810 -603 50.0 3000 .68 .07 210 900 -690 55.0 3300 .64 .06 217 990 -773 60.0 3600 .61 .06 225 1080 -855 65.0 3900 :60 .06 237 1170 -933 70.0 4200 .58 .06 249 1260 -1011 75.0 4500 .56 .06 255 1350 -1095 80.0 4800 . 53 .05 259 1440 -1181 85.0 5100 .52 .05 267 1530 -1263 90.0 5400 .50 .05 274 1620 -1346 95.0 5700 .49 .05 284 1710 -1426 100.0 6000 .48 .05 292 1800 -1508 THE MAXIMUM STORAGE IS 37.4780592 CU. FT. * The time of concentration is 5 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALL � RATIONAL FORMULA HYDROLOGY DATE = 04/07/92 DESIGNER = BILL HEMMINGS BASIN 3A PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION SUBAREA 1 = °95 ACRES TOTAL AREA = .95 ACRES OVERLAND FLOW VALUES Ct = .15 L = 167 N = .4 S = ,001 CHANNEL FLOW VALUES L = 135 • Z1 = .172 Z2 = 36 N = .016 B = 0 S = .008 TD = .13 COMPUTED VALUES DUR = 16,53 I1() = 1.67 010 = .40 QA = .40 �� � ��r���~ �� � �~�� ��������w/^4 � ��� �� 8 /� �� SUBAREA 1 RUNOFF COEFFICIENT = .25 COMPOSITE RUNOFF COEFFICIENT = .25 �� ��~- ,^� �~7 /^ ,�~ ��^���� _~ q BOWSTRING CALCULATIONS DATE = 04/07/92 DESIGNER = BILL HEMMINGS BASIN 3A PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION t t Intensity Qdev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .76 304 90 214 10.0 600 2.24 .53 428 180 248 15.0 900 1.77 .42 507 270 237 16.5 * 992 1.67 .40 526 297 228 20.0 1200 1.45 .34 529 360 169 25.0 1500 1.21 .29 528 450 78 30.0 1800 1.04 .25 528 540 -12 35.0 2100 .91 .22 527 630 -103 40.0 2400 .82 .19 533 720 7-187 45.0 2700 .74 .18 534 810 -276 50.0 3000 .68 .16 539 900 -361 55.0 3300 .64 .15 553 990 -437 60.0 3600 .61 .14 570 1080 -510 65.0 3900 .60 .14 599 1170 -571 70.0 4200 .59 .14 825 1260 -635 75.0 4500 .56 .13 638 1350 -712 80.0 4800 . 53 .13 647 1440 -793 85.0 5100 .52 .12 665 1530 -865 90.0 5400 .50 .12 681 1620 -939 95.0 5700 .49 .12 703 ,1710 -1007 100.0 6000 .48 .1.1 722 1800 -1078 THE MAXIMUM STORAGE IS 247.728 CU. FT. * The time of concentration is 16.52707 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALC BOWSTRING CALCULATIONS -DATE = 04/07/92 DESIGNER = BILL HEMMINGS BASIN 3A PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION t t Intensity Gdev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .76 304 300 4 10.0 600 2.24 .53 428 600 -172 15.0 900 1.77 .42 507 900 -393 16.5 * 992 1.67 .40 526 992 -466 20.0 1200 1.45 .34 529 1200 -671 25.0 1500 1.21 .29 528 1500 -972 30.0 1800 1.04 .25 528 1800 -1272 35, i 2100 .91 -7,7, 22 527 2100 -1573 40.0 2400 .82 .19 533 2400 -1867 45.0 2700 .74 .18 534 2700 -2166 50.0 3000 .68 .16 539 3000 -2461 55.0 3300 .64 .15 553 3300 -2747 60.0 3600 .61 .14 570 3600 -3030 65.0 3900 .60 .14 599 3900 -3301 70.0 4200 .58 .14 625 4200 -3575 75.0 4500 .56 .13 638 4500 -3862 80.0 4800 .53 .13 647 4800 -4153 85.0 5100 .52 .12 665 5100 -4435 90.0 5400 .50 .12 681 5400 -4719 95.0 5700 .49 .12 703 5700 -4997 1 .00.0 6000 .48 .11 722 6000 -5278 THE MAXIMUM STORAGE IS 3.6105 CU. FT. He The time of concentration is 16.52707 minutes. The Undeveloped flow out is 1 c.f.s.. TEN YEAR STORM CALC D ��������'�� k/��\~^��~. ~l. ������^~���^� RATIONAL FORMULA HYDROLOGY DATE = 04/07/92 DESIGNER = BILL HEMMINGS BASIN 3B PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION SUBAREA 1 = .6 ACRES TOTAL AREA = .6 ACRES OVERLAND FLOW VALUES Ct = .15 L = 147 N = .4 S = .005 CHANNEL FLOW VALUES L = 93 Z1 = .172 Z2 = 36 N = .016 B = 0 S = .008 TD = .12 COMPUTED VALUES DUR = 9.71 I10 = 2.28 Q10 = .34 QA = .33 ��� ��te:\ -��� SUBAREA 1 RUNOFF COEFFICIENT = .25 COMPOSITE RUNOFF COEFFICIENT = .25 � �� -r- , r �+. S."- 43 BOWSTRING' CALCULATIONS DATE = 04/07/92 ' DESIGNER = PILL HEMMINGS BASIN 38 PROJECT NAME = PACE 1ST ADDITION' DESCRIPTION = RESIDENTIAL SUBDIVISION t t Intensity Qdev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .48 192 90 102 9.7 * 583 2.28 .34 267 175 92 10.0 600 2.24 .34 268 180 88 15.0 900 1.77 .27 292 270 22 20.0 1200 1.45 . 364 360 -56 25.0 1500 1.21 .18 308 450 -142 30.0 1800 1.04 .16 312 540 -228 35.0 2100 .91 .14 314 630 -316 40.0 2400 .82 .12 320 720 -400 45.0 2700 .74 .11 322 810 -488 50.0 3000 .68 .10 326 900 -574 55.0 3300 .64 .10 336 990 -654 60.0 3600 .61 .09 348 1080 -732 65.0 3900 .60 .09 366 1170 -804 70.0 4200 .58 .09 383 1260 - -877 75.0 4500 .56 .08 391 1350 -959 80.0 4800 .5'a .08 .397 1440 -1043 85.0 5100 .52 .08 409 1530 -1121 90.0 5400 .50 .08 420 1620 -1200 95.0 5700 .49 .07 434 1710 -1276 • 100.0 6000 .48 .07 446 1800 -1354 THE MAXIMUM STORAGE IS 101.754 CU. FT., * The time of concentration is 9.710566 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALC BOWSTRING CALCULATIONS DATE = 04/07/92 DESIGNER = BILL HEMMINGS BASIN 3B PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION t t Intensity Qdev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 .48 192 • 300 -108 9.7 * 583 2.28 .34 267 583 -315 10.0 600 2.24 .34 268 600 -332 15.0 900 1.77 .27 292 900 -608 . 20.0 1200 1.45 .22 304 1200 -896 25.0 1500 1.21 .18 308 1500 -1192 30.0 1800 1.04 .16 312 1800 -1488 35.0 2100 .91 .14 314 2100 -1786 40.0 2400 .82 .12 320 2400 -2080 45.0 2700 .74 .11 322 2700 -2378 50.0 3000 .68 .10 326 3000 -2674 55.0 3300 .64 .10 336 3300 -2964 60.0 3600 .61 .09 348 3600 -3252 65.0 3900 .60 .09 366 3900 -3534 70.0 4200 .58 .09 383 4200 -3817 75.0 4500 .56 .08 391 4500 -4109 80.0 4800 .5.3 .08 397 4800 -4403 85.0 5100 . 52 .08 409 5100 -4691 90.0 5400 .50 .08 420 5400 -4980 95.0 5700 .49 .07 434 5700 -5266 100.0 6000 .48 .07 446 6000 -5554 THE MAXIMUM STORAGE IS 0 CU. FT. * The time of concentration is 9.710566 minutes. The Undeveloped flow out is 1 c.f.s. TEN YEAR STORM CALC RATIONAL FORMULA HYDROLOGY DATE = 04/09/92 DESIGNER = BILL HEMMINGS BASIN 2A PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION SUBAREA 1 = .94 ACRES TOTAL AREA = .94 ACRES OVERLAND FLOW VALUES Ct = .15 L = 174.5 N = .4 S = .001 L = 104 Z1 = .172 Z2 = 36 N =. .016 B = 0 S = .008 TD = .129 COMPUTED VALUES DUR = 16.54 I10 = 1.67 010 = ,39 QA = .40 SUBAREA 1 RUNOFF COEFFICIENT = .25 COMPOSITE RUNOFF COEFFICIENT = .25 Pco ^� u\� � ���� - �� / / [� O* �� � o$ / RATIONAL FORMULA HYDROLOGY DATE = 04/09/92 DESIGNER = BILL HEMMINGS BASIN 28 PROJECT NAME = PACE 1ST ADDITION DESCRIPTION = RESIDENTIAL SUBDIVISION SUBAREA 1 = .6 ACRES TOTAL AREA = .6 ACRES OVERLAND FLOW VALUES Ct = .15 L = 152.8 N = .4 S = .001 CHANNEL FLOW VALUES L = 104 Z1 = .172 Z2 = 36 N = .016 B = 0 S = .008 TD = .111 COMPUTED VALUES DUR = 15.51 I10 = 1.74 010 = .26 QA = .26 SUBAREA 1 RUNOFF COEFFICIENT = .25 COMPOSITE RUNOFF COEFFICIENT = .25 P R O F I L E se 4 '8 on- S 5 4,nd( -3 3 +38.65 PI L= 0.000 L/H Pt.= 0.000 C' 0 Grade= .996% 1 +60 PI L= 50.000 L/H Pt.= 2023:534 G' 1 +59.799 Grade= - 1.013% 1 +60 2023.660 1 +60 PI L= 0.000 L/H Pt.= 0.000 C` 0 Grade= CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = .996361600896 GRADE #2 = - 1.0125 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 298.119922554 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 c4j A BA c4 P R O F I L E 0 +00 PI L= 0.000 L/H Pt.= 9.000 @ 0 Grade= - 1.0137. 0 +00 2025.280 0 +05 2025.229 0 +10 2025.179 0+15 2025. 128 0 +20 2025. 078 0 +25 2025. 027 0 +30 2024. 976 0 +35 2024.926 0 +40 2024.875 0 +45 2024.824 0 +50 2024.774 0 +55 2024.723 0 +60 2024.673 0 +65 2024. 622 0 +70 2024.571 0 +75 2024. 521 0 +80 2024.470 0 +85 2024.419 0 +90 2024.369 0 +95 2024.318 1 +00 2024.268 1 +05 2024. 217 1 +10 2024.166 1+15 2024.116 1 +20 2024.065 1 +25 2024.014 1 +30 2023.964 1 +35 2023.913 ✓ 2023.913 1 +40 2023.868 2023.863 1 +45 2023.832, 2023.812 1 +50 2023.806 2023.761 1 +55 2023.791 2023.711 1 +60 2023.786 ✓ 2023.660 1 +60 PI L= 50.000 L/H Pt.= 2023.786 Q 1 +60.201 Grade= .996% 1 +60 2023.786 2023.660 1 +65 2023.790 2023.710 1 +70 2023.805 2023.760 1 +75 2023.830 2023.809 1 +80 2023.864 2023.859 1+I$D 20.Zo. YVY 1 +90 2023.959 1 +95 2024.009 2 +00 2024.059 2 +05 2024.108 2 +10 2024.158 2+15 2024.208 2 +20 2024.258 2 +25 2024.308 2 +30 2024.357 2 +35 2024.407 2 +40 2024.457 2 +45 2024.507 2 +50 2024.557 2 +55 2024.607 2 +60 2024.656 2 +65 2024.706 2+70 2024.756 2 +75 2024.806 2 +80 2024.856 2 +85 2024.905 2 +90 2024.955 2 +95 2025. 005 3 +00 2025.055 3+05 2025.1 05 3 +10 2025.155 3 +15 2025.204 3 +20 2025.254 3 +25 2025.304 3 +30 2025.354 3 +35 2025.404 3 +35 2025.404 3 +35 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - 1.0125 GRADE #2 = .996361600896 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 147.857738198 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER OK SIGHT DISTANCE 198.89830508 2+65 2024"630 2+70 2024.677 2+75 2024.724 2+80 2024"771 2+85 2024.819 2+90 2024.866 2+90 2024.866 2+90 PI L= 0"000 L/H Pt.= 0.000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -1.0125 GRADE #2 = .910991636798 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -172.075411537 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = .910991636798 GRADE #2 = .945347119645 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -31508.1461082 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 INA6 PSrs Ave- " 501/4t1A e€ (C F R 0 F I L E 0 +00 PI L= '0.000 L/H Pt.= 0.000 . 0 Grade= - 1.0137. 0 +00 2025.280 0+05 2025. 229 0 +10 2025.179 0+15 2025. 128 0 +20 2025.078 0 +25 2025.027 0 +30 2024.976 0 +35 2024. 926 0 +40 2024.875 0 +45 2024. 824 0 +50 2024.774 0 +55 2024.723 0 +60 2024.673 0 +65 2024.622 0 +70 2024.571 0 +75 2024.521 0 +80 2024.470 0 +85 2024.419 0 +90 2024.369 0 +95 2024.318 1+00 2%024. 268 1 +05 2024.217 1 +10 2024.166 1 +15 2024.116 1 +20 2024.065 1 +25 2024.014 1 +30 2023.964 2023.913 2023.913 1 +40 2023.867 2023.863 1 +45 2023.831 2023.812 1 +50 2023.805 2023.761 1 +55 2023.788 2023.711 1 +60 2023.780 2023.660 1 +60 PI L= 50.000 L/H Ft. =2023.780 O' 1 +61.319 Grade= .9117. 1 +60 2023.780✓ 2023.660 17 1 +65 2023.782 2023.706 1 +70 2023.794 2023.751 1 +75 2023.816 2023.797 1 +80 2023.847 2023.842 1 +85 2023.888v 1 +90 2023. 933 1 +95 2023.979 2 +00 2024.024 2 +05 202.4. 070 2 +10 2024.115 2 +15 2024.161 2 +20 2024.207 2 +25 2024.252 2 +26.96 PI L= 0.000 L/H Pt.= « 000 @ 0 Grade= .945% 2 +26.96 2024.270 2 +30 2024.299' 2 +35 2024.346 2 +40 2024. 393 2 +45 202 2 +50 2024.488 2 +55 2024. 535 2 +60 2024.582 C.0 h 6 Pr&tik hits " 1`(O e`t X L2LL2 9 a P R O F I L E 0 +00 PI L= 0.000 L/H Pt.= 7.000 G' 0 Grade= - 1.013% 0 +00 2025.280 0 +05 2025.229 0 +10 2025.179 0 +15 2025.128 0 +20 2025.078 0 +25 2025.027 0 +30 2024. 976 0 +35 2024.926 0 +40 2024.875 0 +45 2024.824 0 +50 2024.774 0 +55 2024.723 0 +60 2024.673 0+65 2024.622 0 +70 2024.571 0 +75 2024.521 0 +80 2024.470 0 +85 2024.419 0 +90 2024.369 0 +95 2024.318 1 +00 2024.268 1 +05 2024.217 1 +10 2024.166 ' 1 +15 2024.116 1+20 2024.065 1 +25 2024.014 1 +30 2023.964 1 +.35 2023.917 ✓ 2023.913 1 +40 2023.867 2023.863 1 +45 2023.830 2023.812 1 +50 2023.802 2023.761 1 +55 2023.784 2023.711 1 +60 2027.774 2023.660 1 +60 PI L= 50.000 L/H Pt. =20 23.773 G 1 +62.742 Grade= .812 %. 1 +60 2023.774 ✓ 2023.660 1 +65 2027.774 2023.701 1 +70 2023.782 2023.741 1 +75 2023.800 2023.782 1 +80 2023.827 2023.822 1 +85 2023.863 ✓ 1 +90 2023.904 1+95 2023.944 2 +00 2027.985 2 +05 2024.026 2 +10 2024.066 2 +15 2024.107 2 +20 2024.147 2 +25 2024.188 2 +30 2024.229 2 +35 2024.269 2+40 2024.310 2 +45 2024.350 2 +50 2024.391 2 +55 2024.432 2 +60 2024.472 2 +65 2024. 513 2 +70 2024. 554 2 +75 2024.594 2 +80 2024.635 2 +85 2024.675 2 +90 2024.716 2 +90 2024.716 2 +90 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - 1.0125 GRADE #2 = .812329183116 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 202.886499207 - LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SOLIYMe- gND Sysso c.3 P.anc-J 4 • &9z_ CnT cl - Nu e & f Gov. cs bk AVE P R O F I L E 0 +00 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= -,788% 0 +00 2025. 240 0 +02 2025.224 0 +04 2025.208 0 +06 2025. 193 0 +08 2025.177 0 +10 2025.161 0 +12 2025.145 0 +14 2025.130 0 +16 2025.114 0 +18 2025.098 0 +20 2025.082 ` 0 +22 2025.067 0 +24 2025. 051 0 +26 2025.035 0 +28 2025.019 0 +30 2025. 004 0 +32 2024.988 0 +34 2024.972 0 +36 2024. 956 0 +38 2024.941 0 +40 2024.925 0 +42 2024.909 0 +44 2024.893 0 +46 2024.878 0 +48 2024. 862 0 +50 2024.846 0 +52 2024.830 0 +54 2024.815 0 +56 2024. 799 0 +58 2024. 783 0 +60 2024.767 0 +62 2024.752 0 +64 2024. 736 0 +66 2024.720 0 +68 2024.704 0 +70 2024.688 0 +72 2024.673 0 +74 2024.657 0 +76 2024.641 0 +78 2024. 625 0 +80 2024.610 0 +82 2024. 594 0 +84 2024.578 0 +86 2024.562 0 +88 2024.547 0 +90 2024. 531 0 +92 2024. 515 0 +94 2024.499 0 +96 2024.484 0 +97,73 PI L= 0.000 L/H Pt.= 0.000 r' 0 Grade= .790`/. 0 +97.73 2024.470/ 0 +98 2024.472 1+00 2024. 488 1 +02 2024.504 1 +04 2024.520 1 +06 2024.535 1 +08 2024.551 1 +10 2024.567 1 +12 2024.583 1+14 2024. 599 1 +16 2024.614 1 +18 2024.630 1 +20 2024.646 1 +22 2024.662 1 +24 2024.678 1 +26 2024.693 1 +28 2024.709 1 +30 2024.725 1 +32 2024.741 1 +34 2024.757 1 +36 2024.773 1 +38 2024.788 1 +40 2024.804 1 +42 2024.820 1 +44 2024.836 1 +46 2024. 852 1 +48 2024.867 1+50 2024.883 2024.883 1 +52 2024.898 2024.899 1 +54 2024.912 2024.915 1 +56 2024.925 2024.931 1 +58 2024.936 2024.946 1 +60 2024.946 2024.962 1 +62 2024. 955 2024. 978 1+64 2024.962 2024.994 1 +66 2024.968. 2025.010 1 +68 2024.973 2025.025 1 +70 2024.977 2025.041 1 +72 2024.979 2025.057 1 +74 2024.980 2025.073 1 +74.9 PI L= 50.000 L/H Pt.= 2024.980 G 1 +74.586 Grade= -.8117. 1 +74.9 2024.980 2025.000 1 +76 2024.980 2025.071 1 +78 2024.978 2025.055 1 +80 2024.975 2025.039 1 +82 2024. 971 2025. 022 1 +84 2024.966 2025.006 1 +86 2024.959 2024.990 1 +88 2024.950 2024.974 1 +90 2024.942 2024.958 1 +92 2024.931 2024.941 1 +94 2024.920 2024.925 1 +96 2024.907 2024.909 1 +98 2024.892 2024.893 2 +00 2024.877 2 +02 2024.860 2 +04 2024.844 2 +06 2024.828 2 +08 2024.812 2 +10 2024.795 2 +12 2024.779 2 +14 2024.763 2 +16 2024.747 2+18 2024.731 2 +18 2024.731 2 +18 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - .787884989256 GRADE #2 = .790462615006 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 296.691767952 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER .,.. SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = .790462615006 GRADE #2 = - .81056044465 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 475.395060 +57 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 OCT C-t2a- d u or wA etA ►4"6 P R O F I L E 0 +00 PI L= 0.000 0 +00 0 +05 0 +10 0 +15 0 +20 l > +25 0 +30 0+75 0 +40 0 +45 0 +50 0 +55 0 +60 0 +65 0 +70 0 +75 0 +80 0 +85 0 +90 0 +95 1+00 1 +05 1 +10 1 +15 1 +20 1 +25 1 +30 1 +35 1 +40 1 +42.78 PI L= 48.000 1 +42.78 1 +45 1 +50 1 +55 1 +60 1 +65 1 +70 1 +75 1 +80 1 +85 1 +90 1 +91.16 PI L= 48.000 1 +91.16 1 +95 2 +00 2 +05 2 +10 2 +15 2 +20 2 +2'5 2 +30 2 +30 L/H Pt.= X.000 @ 0 Grade= - 1.0587. 2025.850✓ 20.25. 797 2025.744 / 2025.691/ 2025.638 2025.586 2 '?c 53 i_ <J. JO..' 2025.480e" 22025.427 2025. 374 2025.321 2025.268 2025.215 2025.163 2025.110 2025. 057 2025.004 2024.951 2024.898 2024. 845 2024.792 2024.740 2024.687 2024.634 2024.581 2024.581 2024.540 2024.528 2024.514 2024.475 2024.503 2024.422 2024.508 2024.769 L/H Pt.= 2024.503 r.' 1+35.935 Grade= 1.9027. 2024.340 ✓ 2024. 382 2024.477 2024.572 2024.667 2024.763 2024.858 2024.953 2025.048 2025.14.3 2025.238 123 r., 2 +0.7 2025.260 2025.229 2025.188 2025.147 2025.106 2025.065 2024.518 ✓ 2024. 528 2024.564 2024.615 2024.682 2024.764' 2024.855. 2024.935 2025.001 2025. 057 2025.090 L/H Pt. =20 2025. 097 2025.117 2025.123 2025.118 2025.098 2025. 065 2025.024 2024. 983 2024.942 2024.942 2+30 PI L= 0.000 L/H Pt.= 0.000 G 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -1.05757108839 GRADE #2 = 1.90161223646 _ DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 27.375467754 LENGTH OF VERTICLE CURVE (GIVEN) 48 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1.90161223646 GRADE #2 = - .817948118719 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 116.257066692 LENGTH OF VERTICLE CURVE (GIVEN) 48 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 Grade= -.8187 7 Ov(L 2c3 • wes-c P R O F I L E 5.au - 2sitet.1 4.8 •q 1 -_ 0 +00 PI L= 0.000 L/H Pt.= ,e).000 @ 0 Grade= - 1.156% 0 +00 2025.85C) 0 +05 2025.792 0 +10 2025,734 0 +15 2025.677 0 +20 2025.619 0 +25 2025. 561 0 +30 2025.503 0 +35 2025.445 0 +40 2025.388 0 +45 2025.330 0 +50 2125. 272 0 +55 2025. 214 0 +60 2025. 156 0 +65 2025.099 0 +70 2025.041 0 +75 2024. 983 0 +80 2024.925, 0 +85 2024. 867 0 +90 2024.810 0 +95 2024.752z 1 +00 2024.694 1 +05 2024.640 2024.636 1 +10 2024.595 2024.578 1 +15 2024.559 2024.521 1 +20 2024.532 2024.463 1 +25 2024.514 2024.405 1 +30 2024.506 2024.347 1 +30.62 PI L= 60.000 L/H Pt.= 20124.505 @ 1 +32.126 Grade= 1.046% 1 +30.62 2024.505 ✓ 2024.3401- 1+35 2024.506 2024.386 1 +40 2024.516 2024.438 1 +45 2024.535 2024.490 1 +50 2024.563 2024,543 1+55 2024. 601 2024. 595 1 +60 2024.647V 2024.647 1 +65 2024.699 1 +70 2024.752 1 +75 2024.804 1 +80 2024.856 1+85 2024. 909 1+90 2024.961 1+95 2025.013 2+00 2025.065 2 +05 2025. 1 1e v 2+10 2025.170 1 : 1 +15 20125. 222 2 +20 2025.274/ 2 +25 2025.321 2025.327 2 +30 2025.353 2025.379 2 +35 2025. 370 2025.431 2 +35.83 PI L= 30.000 L/H Pt. =202 372 G' 2 +37.882 Grade= -.794% 2 +35.83 2025.371 2025.4404 2 +40 2025.371 2025.407 2 +45 2125. 357 / 2025.367 2 +50 2025.327 ✓ 2025.328 2 +55 2025. 288 7 +50 2025. 248 2 +65 2 +70 2 +75 2 +80 2 +85 2 +90 2 +95 3 +00 3 +05 3 +10 3+15 3 +20 3+25 3 +30 3+35 3 +40 .7 +45 3 +50 3 +55 3 +58.01 PI L= 50.000 7+58.01 3 +60 3 +65 3 +70 3 +75 3 +80 +85 3 +90 +95 4 +00 4 +05 4 +10 4 +15 4 +20 4 +25 4 +30 4 +35 4 +40 4 +45 4 +50 2025.208 2025.169 2025.129 2025.089 2025. 150 2025.010 2024.970 2024.931 2024.891 2024.851 2024.811 2024.772 2024.732 2024.692 2024 2024 2024 2024 2024 L/H P 2024 2024 2024 2024 2024 2024 2024 2024 2024 2024 2024 2024 2024 2024 2025 2025 2025 2025 2025 2025 .653 .621 . 596 .580 . 571 t. =20 k: . 57D/ . 571 . 578 .594 . 617 . 649 . 688 .728 . 769 . 809 . 849 . 890 . 930 . 970 . 011 . 051 .092 . 132 Ji: . 172 . 213 2024. 653 2024.613 2024.573 2024. 534 2024.494 570 @ 3 +57. 2024.470` 2024.486 2024.526 2024.567 2024.607 2024.648 4 +50 2025.213 4 +50 PI L= 0.000 L/H Pt.= 0.000 ® 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - 1.15602511101 GRADE #2 = 1.04552799164 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 100.099200966 LENGTH OF VERTICLE CURVE (GIVEN) 60 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1.04552799164 GRADE #2 = - .79391062367 DESIGN SPEED 70 LENGTH OF VERTICLE CURVE (CALCULATED) - 362.217879241 LENGTH OF VERTICLE CURVE (GIVEN) 30 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - .79391062367 Grade= .8077. GRADE #2 = "80738177624 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -286.740497392 CFNGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 • goLIVA E-oi\B E P R O F I L E 0 +00 PI L= 0.000 L/H Pt.= /0.000 G 0 Grade= - 1.228% 0 +00 2025.850+ 0 +05 2025. 789 0 +10 2025.727 0 +15 2025.666 0 +20 2025.604 0 +25 2025.543 0 +30 2025.482 0 +35 2025. 420 0 +40 2025.359 0 +45 2025. 298 0 +50 2025. 236 0 +55 2025.175 0 +60 2025.1 1.3 0 +65 2025. 052 0 +70 2024.991 0 +75 2024.929 0 +80 2024.868 0 +85 2024.807 2024.807 0 +90 2024.752 2024.745 0 +95 2024.705 2024.684 1 +00 2024.665 2024.622 1 +05 2024.633 2024.561 1 +10 2024.608 2024.500 1 +15 2024.591 2024..438 1 +20 2024.581 2024.377 1 +23 PI L= 80.000 L/H Pt.= 2024.578 G' 1 +24.201 Grade= 1.1567. 1 +23 2024.578w 2024. 340✓ 1 +25 2024.578 2024.36.3 1 +30 2024.583 2024.421 1 +35 2024.596 2024.479 1 +40 2024.615 2024.537 1 +45 2024.643 2024.594 1 +50 2024.677 2024.652 1 +55 2024.719 2024.710 1 +60 2024.769 2024.768 1 +65 2024. 826 1 +70 2024.883 1+75 2024. 941 1 +80 2024.999 1 +85 2025.057 1+90 2025.115 1 +95 2025.172 2 +00 2025. 230 2 +05 2025.287 2025.288 2 +10 2025.331 2025.346 2 +15 2025.358 2025.404 2 +18.15 PI L= 70.000 L/H Pt.= 2025.369 @ 2 +20.936 Grade= -.794% 2 +18.15 2025.367/ 2025.440✓ 2 +20 2025.369 2025.425 2 +25 2025.364 2025.386 2+30 2025.343- 2025.346 2 +35 2025.306 2 +40 2025.267 2 +45 2025.227 2 +50 2025.187 2 +55 2025.147 2 +60 2025.108 2 +65 2025. 068 2+70 2025. 028 2 +75 2024. 989 2 +80 2024. 949 2 +85 2024.909 2 +90 2024. 870 2 +95 2024.830 3 +00 2024.790 3 +05 2024. 750 3 +10 2024.711 3 +15 2024.671 ✓ 3 +20 2024.635 2024.631 3 +25 2024. 607 2 024. 592 3 +30 2024.586 2024.552 3 +35 2024.574 2024.512 7 +40 2024. 569 2024. 473 3 +40.73 PI L= 50.000 L/H Pt.= 2024.569 3'.3+40.273 Grade= .7987. 3 +40.33 2024.569./ 2024.470e' 3 +45 2024. 573 2024. 507 3- -50 2024.585 2024.547 3 +55 2024.604 2024.587 3 +60 2024.631 2024.627 3 +65 2024.667 2024.667 3 +70 2024. 707 3 +75 2024.746 3 +80 2024. 786 3 +85 2024. 826 3 +90 2024. 866 3 +95 2024. 906 4 +00 2024. 946 4 +05 2024. 986 4+10 2025. 026 4 +15 2025. 066 4 +20 2025.105 4+25 2025. 145 4 +30 2025.185 4+35 2025. 225 4 +35 2025.225 4 +35 PI L= 0.000 L/H Pt.= 0.000 i? 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - 1.22764227642 GRADE #2 = 1.15606936416 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 62.050985967 LENGTH OF VERTICLE CURVE (GIVEN) 80 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1.15606936416 GRADE #2 = - .79391062367 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 319.13382437 LENGTH OF VERTICLE CURVE (GIVEN) 30 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - .79391062367 GRADE #2 = .797514241326 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - - 290_.98_4__9_2_8 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT 198.89830508 4G° 31'43 is k:t a-7 zi,a3 D 2/z,2666, Z._ L 4F6 is 2!2.t°46 L G.378G 7? = 5811, = /0. 10 ,3 = 44 i 6 gb ! �1 L\ = (' ° 3 5 �9 2 - 5Stt it T.J = 9 na-53 L. 2! 00 \(O•S9 Gi . '725 D 5 56 emisto .5st f3 = 0, P./93 Xio Z -0 = /. P3 4.argz. P- . 0- S -1.60 10 11111-- L t 4n323 h �a � = *388g° 66813 L= i0-0(4}3eeb 1 5,5843 � � �• 31V3 Wy01S >WBA Nil Lc- / 0 (3,61 I ) ea ,7/ (3.3061 L = fLuottio 3 Th = / S 3 869 q 9 8 ,►) ,1 % 56 �3 .38M Z S5 LC A-Laroco-PAss c ee_sw 7„.0 oepta, is46,24 -re- % 1 p1ieM 5 u€vuopK, reset& I 17 I I 1 1 1 1 I 1 1 1 INNUMENINk 11111111101115111111 MEMINIUMINEM 111111111116111110 111 •rUNIEMP AMMO MEMO UMEMMEI 1 PINEEMINA 1 PR NAMMEHMin MIMMENNI aks 11111111111111111 INIMMINEWIMEM 1111011111101111111111 mautimammenn BPI IMEMEMPRI 111111111111111 UNINNIMMEEN monimpon pollormon I , 0 • 1 4 ! I , i • 1 1 1 ! I 1 : I 7 11 ! ; 1 1 1 1 t 11 1 1 I 1 I 1 i 1 I 1 1 1 1 1 1 I I 1 I 1 1 1 I I I 11 11 I I I I I I II 11:1 I I , ' ' 1 I I I 4 ec. .t es, •.• .. • ., • c• 0 •Jv • • 7 /I 0 rn- rik 0 b x Av 0 X 03 ‘p. .1 4 •• 49 11/4, Ir■• Ces 41 4.4 c . 11 11 11 1 1 1 1 1 1 1 1 1 1 1 1 ■111111 —a�sl INIrltlrrrO • ► • LOT 3 . -- ? a t`S 0. 6, z +18.08 Pc. L0t4 .13 'Loss" p LOT 3 e•te T5l_wc 2 LoT 2. Cic.r_ w_�T4 c R� �4 O X Tec.. I lo'GSM' T • aa'LIIIM ®Irapacmoreir r e� ,, «u.r eaa.aaraysram►: al_�s asp ®`eras via - slimmaienale a�ra�►ate®a� ea®ass n•sesoaaaa.aaaa 11=inakitaill � aas a Matii 11= Mitt 11111110111111 ts_a® EP MEM _ SMII/ MEM Me Il alf%2E MEM misrarm as _ - . ��••�� eai.�aaaaaa>"Ir a ®aa ra s►�ai���� -- ��•:ri� ® ®eas�aaaaas,��� �e!n:�s =� ®— "* uazwx. ®�flilf: tlausialt r - - ® ®1•∎• rnimi IMMIIIIIIIktrae alflrcla lgae'er® arnno® aa aura —tern®— . ® ®a=110111®=111 --- ILSU=att 1.r�® + aIaateI Crn ®mw ® ®� ® ®— .oara�a�r®I� MI=1■5111 amene;aimaaa•aa>•aa anima 1=1=MIIIIIrraa•• = —asasi 111111111111111•111111111 =INS =MI a>_a� - as�■��aaaate��ia�s =aasa��,t�a MSNIPIMM t,_ a �lalv Fa=� Ir, Ra = == MSS ==1 11111111d111 1111111111111 MUM =BMW aow ea�a� ® ®a�®as�a� ®a asaI � ® MOM 11=====,„® '� aa ®iii °^= �srdoSf lflnr�T- t�l�ta����i�t•�i. - .n..� ®rmra is ® ®a EILal r a ® ®tom vaaM a ��aa asasa as MUMS Mon a ��as�ssa m sw w� v.Q�a�ral7aa� aanaMa• as a nllrw._ r oaa• ∎_r2�_ = ® ^�t� {� MNIIIM :� ®alas• ®aa ;l tc-.l i��e�a•ai,� n =�4��aal��— �� � I .___ �1i1°. am Swirls ara iemea' nwesr Pi Mlle lara MENSIMM■E MC � O t3tr3e; p.?? a_ 5 3- 37- .4o..v 7 .7 (0 / w 0 A 'Lair IS4. 1 ,r � e 44.93 G� 3X U� CU e •.- © PEN /N6 se - N4C7: ' - ott1itiE, L0 - r" .. Q I ns®s ®ate ® ® PA A ' Qh ti r= 428 L2 u.99 Z _ es /9 a_ a L-xkr -t_ 3 -34-43 'Qt 410 L_25.t5 1 _1 1 x a e o 0 0 S T ■ t sE P. p e s i ON AL En 3s et 3 4 \ X �B • 0 `86*' , 1 • CURS To 0 0 X e J F e 'F r A RoP.O 5YZ're 1 { EUGENE. v. rr1S1 -lrce. PE IS 3422. KElvuet Ro -1 OTIS 0 fl%P QDS vim `11027 sot qti 0 12.0 C' 1./ ROAD 5 o -00 -57 vJ w LIY-ai 5/1 3- 23 -92 RECD et.Ee APR 0 2 1992 NM= 4 • L Cu a,,Ez7 -- ro ' j +-- c coast - ma- / 0 Sney -r -5; e ° — 5 ee2 ThK R 0-1 Cc-JD EQ 31 20 eIS 2025,2 5 0 co ' (V ( t9 - 3 E ll‘ I qi \,(1c 5EE ATTN.0 \ED 0 • 961•Pt<7 _ s I )7% ) 0, „ — — n, cr anAce - reim_ 1024.96 ibk22■24.1.)Eb DleiG cc.)ct_ "I SEfl k.) oF2A • rt.. • -■•••• • .1% - 1 i -..- -- -- .. --- - _ ■.. 1_0 • _______ __ _ ii■ _ ofalnirlInglaa MEMII!MMINMEMI' EPEENEIMME dig-- MIESIN IS --=... ____ — — S MME S 11111MINEISIEMEMMIN IMMENSE= IMEIRIMERM 11111•11111MREMERMIE IMEMEEMEIRISS IMES SEEERMISMEI IIMMEIZENIMIE■1 • L Cu a,,Ez7 -- ro ' j +-- c coast - ma- / 0 Sney -r -5; e ° — 5 ee2 ThK R 0-1 Cc-JD EQ 31 20 eIS 2025,2 5 0 co ' (V ( t9 - 3 E ll‘ I qi \,(1c 5EE ATTN.0 \ED 0 • 961•Pt<7 _ s I )7% ) 0, „ — — n, cr anAce - reim_ 1024.96 ibk22■24.1.)Eb DleiG cc.)ct_ "I SEfl k.) oF2A • rt.. • -■•••• • .1% Ili %--% -.. e - j' tttIRTIF V t4 0 44) A93 l c - r ‘.. SW- lb. Ma Ilall M MIIIIMS/IS IrilltiOi rieVAIIVIr SIAMIUS artymornw. torten 4/111•11Ldni hflillI1 - _ IMMINICIISla - ' IMIL7EMISMNI 'raffia - ---- SIMI - SY MIIIRMISA M alp 4111 woliadra SillIal IIIIIFIINS BUS 111111a MINNIE MIPS 11161111Sam... in immil l6 116111Mr_Ar VI= Ert ...arn:a NZ NUM ; an arlIca St a NW N M itt SIM =limn =MS SI S 11•1•111611611 SINNIIMISIII PSI gi= MON II i i ; OS SIS LS WIWI INS IMIE6 tie Ma :MIMI M DAM S S p 41 r 1%11 (.9 Nn- i — IIIIITI ------ .5_•■1 IIIISIQUrSa-..-- nilitilia I . IL Millal Err' M i ■Ird . "AM i MIMS AL u \ ------- - g --r------- lo_ ‘. r -- - MM. =WM ii. Prang 6 _____ ;119 ---TV---- ' Pal___ IN M ' in __v._ N . - • . ,, is , In r . MS st:) .. • - --a sienna --• .------ - IIMIE...-4n1SV4SID1r*.11 SISISIMIMIla MS - _ SE . ,. • SMISSI all: IS SI _ _ . • <Lk" . _ _ i — . """illb- _ rr +"" • , •-• .. 1 • e 0 0 Lot 3 L r 79-67 • • -••-• • • - • 3 d 9 e c- • Le' • % L\ (D-1 1 0 p,co,o 12 a" W t.- 1- .2 3 : 6,1 . S SG -2.24_0c 1- z •ii r/ N 1.---=-077-- — t.-- 3 3 ° • 0 Rs' 571.15 . p 4-23- A - oo -44 -.• A 0 13: ID44.42Z. --rt. 40 .•:, 7 S i' C 6156) tr. S , • : I ; 4 - _- 2.18,, MI I 0219.02. L: is .is c S . rwiC %.- u• 6= 6-1S-2-9 R.: u • - Cy :1 I 0 S. 5 ) t- Coal') oPE,0•0ac. 4.5' 2,02.3.‘‘ • i'Looc_. 1 5 39 C O A-1 . , r ) v .., r „,. V s4 1 DIL C- \ -1 A -4 r\ 4_, f):1" Vzjor v.•a ke I ./ . ) b, Pt( tar 7 t Lv._ 0._‘ ■J A -( 0 CT t.)(7.‘,“; ■. st-■ 1 •?„ - G coA)-)tru)c 4- - r“)<_ v C c., /...) o r t) / t. I c r ) 6 v i z e _ _ crict S FP DCAu3 / -cx7411-t A- -A 0 Lai e-c- eaC2 I f rit/Clef - tts 6/6 OMca • • .f • O tis cs f1,06) - 62 O f LD E _ N 3 4 2_7_ r4 cin \--JA- APR 0 7 19 \ t;f1 a .." ', L • ,:.■ .. ■ ■ . • 3 lit • omcdaLts-f .t . " 4 ";-= `,„•!;,..`. • • • - 3kiltikzen „.e • Lix..4• ' 4. OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer £ uG an E. F. Ft srte.a. , The SUBJECT: PA-ea x- A-DDi nr�rl _ Svs vaenn - t— h1 Gentlemen: A review of the road, drainage, and parking plans for the above - referenced plat, short plat, binding site plans and /or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer N. 811 Jefferson A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Date: M heta. / a?, 1 4 9Z E n William H. Hemmings P.. 'E. Senior Review Engineer Spokane, WA 99260 -0180 (509) 456-3600 FAX (509) 456 -4715 Acz,> PAI'r 1st. rnITIPN STfP.nWTr" Ary ^,SrYrr!T D"PJP!AG( rf'1PIITATIPNs AREA OF PROJECT: .2.o4 Acres •j lots. i.e. 5 dwelling units ✓ "dwelling units per gross acres" = f . j 2.0y = '2.45 0 • From Table 1: /..5 to 3.o n 't.I /G A composite runoff coefficient = 0.25= c 10 YEAR STO °F+: lots 1 thru 1 . Time of concentration l� _ (' ' l ( 6 / = Coefficient of runoff L/y = L (length of principal channel in feet X friction factor) I� = .4 for grass lawns ns and . D)6 for gutters .5 = average slope OVERLAND: lc C� `LN ors / 1 <, ` GUTTEFI FLO'.': Assume a flow depth or A ZZ - 3L • CSrety CQo 75 t.,.(,?!_ g.08;;.inut.es 1.3 4.0 �QC"L fA. a /H Ott A ' 7Cu J 4C04S �sFet-TB" 0/5 overland 3 c„ Co F• f1f L4d5H \ i c ./ 6\1 )1 6 ,pp�� Z6611 E. + 993d OS3A13 04 ( fps` -C 5 (ta s ( — 2S,z _ _ 0038 1 9 2 5 g9ni.TTrt, r. 7 == 2 2 5 0 6/6 From Figure 18 Nomo Graph: V = B = 225 = G, 2_ : = /, 5 cte-Bs ciao u, Af' teat_ 57ector- eAJ -t 0 /, 5 ,1Z 'T time in gutter - /u distance /70 Z .0& TOTAL TI ",E OF CONCENTRATION: .Overland + gutter time = g.!" i,3'- = ( 7,4 4 minutes . From Figure 2 Rainfall Intensity: 2.3 /hour Q C I A = 6,2Sx 2,3 7.04 /,I1I CFS • •• Use / double dry well CONTROL OF RUNOFF QUALITY: / r., p F. = : in. X 1 ft Z.6g / /etri I ckhoismeAt. `f1.1o'4 /8 .< '� t' t' OA W Vi ddb it _ l '1 C f' A. = Volume of grassed percolati:;a area (ft') Aimp = area of impervious area = '369 c / n X /5 S l:n!)!'F °.terrn °iinnff 1st.. � .5I ° 3 r{. - Ft . -2- Gorr . 63 0f5 est- I .? Ae, AAA K oG WABPa1A . 0 o Tits 'V' 2.eQu • set) era. ,-9l /J 1 t2Fr4 e taro e€ Aso s-c uet- To Afte4la SP vJABASHAvE ca = 33c dF. 24,5 e Qe42wet 3') �eAeF- With grate 4) — Cross Sectional are oae ' L /Lit . n = 2 hove bottom of ditch 5'et xm r PL tbeS 660 CF., 3 3 2 330 = /37 2,q Bolivar Road - 2 locations: 2/k l x 3G _ iS SF 7 / r x 7 9 / fi F. _ ,.27 r.c 3 2.7 = /65 CF each side of the road. 2 /63 = 6 G L of ditch. tai -c∎ u ES Each side 2 4 of the road LF of ditch. C-\-' to; t c rat -Sr Cil,c444- 0r -at°S -3 - ickenes is >3,5St ten — gr Hot Bs- RACE 1st. EDITION t e s Hot u9IrLKeoCk5c STOPM':•IP.TER MANAGEMENT [MINNIE COMPUTATIONS &visions {4ee gs Aorrep •Fae Aga L F c r AREA OF PROJECT: / -6 Acres 4 lots, i.e. 4 dwelling units "dwelling units per gross acres" = D U/G l = From Table 1: ;;/G 1. composite runoff coefficient = 0.25 -= C /.5 to 3. 10 YEAR ST(1^'A: lots 1 thru 13 Time of concentration T = L .Y. ) l = Coefficient of runoff A1/4 (LEA. r LN = L (length of principal channel in feet X friction factor) J I = .4 for grass 1 awns and . P14 for gutters = average slope OVERLAND: C.t _ 4015 Tc ct ' � � nN) = Q, {S 17 7.C.3 minutes 77 i GUTTER FL Assume a fl ow depth of Z 3C = z Mevc 2- 7 5 TC s IS overland RECEi D FEB 2 8 1992 • SPOKANE COUNTY ENGINEER Celt/eta 't tea. cpa'c Of /GE cvi?l4- rISPr Z = , 027Y = 3 b 7 = 3(0 h.. • 0/% /, 5 1 = 225 From Figure 18 Nomo Graph': s = d Z = 2250 h 0, Q = /15 <;- Travel time in gutter - / / distance /70 = 81 , L, C Z_o8 Z ' /s TOTAL TIME OF CONCENTRATION: .Overland + gutter time = 2 (fig /,3L = 7,44 minutes. From Figure 2 Rainfall Intensity: 2.3" /hour Q = C I A = 0 2,3 X Z• = CFS • • • Use 1 double dry wells: CONTROL OF RUNOFF QUALITY: V G P A = in. X 1 ft. / /2 Aimp V G P A = Volume of grassed percolation area (ft /5 1740 SC vJASASN,AvG.: Aimp = area of impervious area = 211 �'� z lck9L)gr= 66OrF or /'36minutes 0 dES Fcovu Rl tenet Flow t TV Sty Ate. I S€Pli nveD Cveig 1?a e- 4-0- 2.471.4PF. ages 'FLow 2uce -opF , Storm .Runoff lst. EA/ krea •Fo2 c TYoe: • '(3'' Peywet., t . /A) eechi)rev cot ,;4,s 4ee4 -, W�IKl 26: ^ Lays w BF A gra un- EC?K AL t 4e.e4 7 2 - XB�Y© -- 334 C�F 09 Ze8 Sra - a' Evet/i c,eav 4v .z -2- A '14 Car Qa =•63 Fae /,3 , A c-4 neneat+ A. +/ °secs �.J -3- 5 4e w +tee- — cs '� felronc rit A- ( ' fit ► s LAI v8 Cross Sectional area = /1/12 A 6 = 2 4 � 0.6 With grate above bottom of ditch 660 CF 33 CF Each side of the road 2 3S0 = /57 LE of ditch, 2.9 Bolivar Road - 2 locations: 21g' X 3G = '1gN6 SF 2 x 791./ sF= 327 CF 3 2' = 4.5 CF each side of the road. 2 Li' of ditch. ea+cK DE 0,e 6 iei ter a ems.,s4 -71 au 2 ? S es reore 6,4 etAruLn 3-cc,s AREA OF PROJECT: .2.04 S lots. i.e. 5 dwelling units t'S8 "dwelling units per gross acres" _ D '1 /C. m ,� 1.3 Atee5 p� G tSg E t ' �: _ 't..41 D 11/C, n fr-o2 /}. SS IOPI ° L ; From Table 1: “to 3. 0 ll /G A compositerunoff coefficient = 0.25= C .10 YEAR STORM lots 1 thru 13 Time of concentration T _e (4) C = Coefficient of runoff LN = L (length of principal channel in feet X friction factor) J'3 _ .4 for grass lawns and . D1b for gutters OVERLAND: S = STOPMUA TER MANAGEMENT DRAINAGE COMPUTATIONS average slope IA:: liPruere PACE 1st. EDITION �C = Ct am" 6 = d, is" ( / /2.O3X.Y)' . .l?< minutes Thejl GUTTER FLOW: Assume a flow depth of C.).2: A _ ZD Z 3C-X,21- .72 2, 2 times -e_ C .oss 5Lo7 E /jtE'ar-- u / ff+cvJ Acres ,tc6 ^ru- 13 = . 0/5 overland 12_ nn c Oval's cvioo ayetir 5 v gru.aaz./ t,.. Y33t IDN3 ;MOO 3NYW: 1661 8 7 .% M atIccs Fat ZG -2S.2A , Q Z _ . oc,38 f. ASN�ry / e C ,5 � _ ,are >•.• S 4 B.*,srat, z = 7 = w . V = q L OZnf = 34, 3 c� = 2 2,5 0, • 0/6 From Figure 18 Nome Graph': S = 0,01 z = 225 c) h Q /x-75 s p y = 4' LvL s Z.v3 2.43 '/; Travel time in gutter - / distance 1 4X ST. 317 CF or .7 5 minutes TOTAL TIME nr CONCENTRATION: Overland + gutter time = 7 .O' 3 • From Figure 2 Rainfall Intensity: 2.45' /hour = r I A = 0,25 s 2.45 / = CFS • • • Use ( double dry well & f 6 Souv 5 = minutes. CONTROL OF RUNOFF QUALITY: V/ r P A 2 in. X 1 ft. //2 in Aimp `/ 6 P A = Volume of grassed percolation area (ft Aimp = area of impervious area = 2, X.—% _ • - 1 8 4- r � 2 Storm Runoff lst. < /, -2- 32 CF__ 2 /4y,. = 2.95 14— b ), J _ GL_Ho. 2- Cross Sectional area = //7 2 X . G = 2 4- With grate 0,3' above bottom of ditch / 6 ' 4 ' CF Each side of the road /5'7 LF of ditch, Bolivar Road - 2 locations: 2 /k' x 3cp' = 7Sqg T X 794 sF = 3 .27 g,7-,7 = CF each side of the road. 2 /63 LF of ditch. SF CF -3- ( P R O F I L E 0+00 PI L= 0.000 L/H Pt.= 0.000 L' 0 Grade= - 1.1557. 0 +00 2025.000/ 0 +25 2024.711 0 +50 2024.422 0 +58 PI L= 0.000 L/H Pt.= 0.000 G' 0 Grade= - 1.167% 0 +58 2024.330 ✓ 2024.330 0 +75 2024.184 2024.132 0 +88 PI L= 60.000 L/H Pt.= 2024.142 @ 0 +90.1508 Grade= 1.000% 0 +88 2024.143v 2023.9D)/ 1 +00 2024.159 2024.100 1 +18 PI L= 0.000 L/H Pt.= 0.000 P 0 Grade= 1.000% 1 +18 2024.280/ 1 +25 2024.350 1+50 2024. 600 1 +75 2024.850 2 +00 2025.100 2 +15.01 PI L= 0.000 L/H Pt.= 0.000 r.' 0 Grade= 1.000% 2 +15., 01 �$ f 461 2025.2° It" 7 2 +35.01 PI L= 40.000 L/H ^5.361 @ - +0- 5 Grade= - .8007. 2 +35.01 2025.450 ✓ 2 +55.01 F'I L= 0.000 L/H F't.= 0.000 @ 0 Grade= -.803% 2 +55.01 2025.290 2 +75 2025.129 3+00 2024.929 3 +25 2024.728 3 +32.19 PI L= 0.000 L/H Pt.= 0.000 [' 0 Grade= -.800% 3+32.19 2024. 670 2024. 670 3+50 2024.578 2024.528 3+57.19 PI L= 50.000 L/H Pt.= 2024.570 1' 3 +57.19 Grade= .800% 3+57.19 2024.570 ✓ 2024.470 ✓ 3 +75 2024.621 2024.612 3 +82.19 PI L= 0.000 L/H Pt.= 0.000 G' 0 Grade= .826% 3 +82.19 2024.670 4 +00 2024.817 4 +22.12 PI L= 0.000 L/H Pt.= 0.000 i? 0 Grade= .769% 4+22.12 2025.000 4 +46.83 PI L= 0.000 L/H Pt.= 0.000 P 0 Grade= .541%. 4 +46.83 2025.190 4 +46.83 2025.190 4 +46.83 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE 4#1 = - 1.15517241379 GRADE #2 = - 1.16666666667 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 121228.203322 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - 1.16666666667 GRADE #2 = 1 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 108.116036507 LENGTH OF VERTICLE CURVE (GIVEN) 60 SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1 GRADE #2 = "999896917844 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -13561600.2664 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 190"89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = .999896917844 GRADE #2 = 1 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -10633295.8543 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1 GRADE #2 = -.8 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -378.870056507 LENGTH OF VERTICLE CURVE (GIVEN) 40 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH'GIVEN DESIGN SPEED GRADE #1. = -.8 GRADE #2 = -.803316921482 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -421077,359672 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -"803316921482 GRADE #2 = -.8 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -330072.512599 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198,139830508 SAG VERTICLE CURVE CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -.8 GRADE #2 = .8 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -287.293432203 LENGTH OF VERTICLE CURVE (GIVEN) 50 1 SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE" CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = .8 GRADE #2 = .826446280992 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -41050"1509523 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198^89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = .826446280992 GRADE #2 = .768919465803 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -23903^9137384 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198,89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE 141 = .768919465803 GRADE #2 = .540540540541 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -5723.60884963 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 DaNev4A9 SHALL De CoUSTRxTEO 4" HIC NOTE ' U6'NG APWA CLASS E (1'%) OR 0A55 CEMENT UNMET& DOW N5T IMAM EDGE OF ID YEW IMMEDiATELy PRECEEDING DRVWSU. °HALL Sc AT THS SAME ELEVATION As DOWELL Const• Shat\ Be IA P RPWR sPecAf<ce -Mons EDGE W iTW A" RADIUS I/Jac AD DRIVE\ALL\ DETAIL Q¢ pVED s Q g S. iUflMER SPOPHE COU ^Y E� G'^ P - CONCRETE. CURB SECTION B -B CONCRETE SIDEWALK- 5' DRIVEWAY DETAIL SECTION C -C 419 5 � 4 DRAINAGE SWALE CONCRETE CURB 14" a frorKERET-ELD 5' rt DRAINAGE SWALE DRIVEWAY DETAIL SECTION_ D - D _ NTs 5" CONCRETE FOR RES%DENTIAL DRIVEWAY — e 5" CONCRETE FOR RESIDENTIAL DRIVEWAY FLOW IN 5WALE SW/ TC'A 1 TYPICAL DRIVEWAY SECTION NO SCALE 13.0 R/w 10.0 7.0 Normal Swale- Slope- r--r o.otc. FT/ Cement Concrete.Drivewa. '- Swale. Bottom - 4— N -- 15.0 rr 0 . 6" Curb Cut 1.l slope- min. : 3 :1 slope- from - top of driveway to bottom of swale_ RIDGEMONT ESTATES NO. 4 -3 RD ADD. NOTES Storm flowin off Mldilome_ 61H water �• A ddict -i (Ba5ir15 E , S , ar1d Portion of M3 ) will lie within tha dralna3a areas o - cu Basin'G•' 'inlet vAll be constructed at end of curb return _ Typical cal COM<0.Crc oa,vEWAy 5.8 tot 13t 'ZOI� F • / Alkgj S: ,%i /anli 2.4 R/w 85 NOf�Mwl 'SWALE SI_ PC 1 Ease 5.8 0 '1 R/w M .gin. ldilome Roadway Section on Sheet 2 oC 3 . 2, ea easeme 3 pr'lveways and berms 44111 b corkstrue t used shall as P art of roadway constructlon• D wy removed anA replaced with sidewalk , curb, and "Special 'inlets (51^own CFO sheet t of 3 ). TYPICAL SECTION DRAINAGE SWALE AND DRIVEWAY No SCALE 5wale Bottom (Lme Swale w ',t\1 Brass Sod) 1:1 Slope ,min. / 3:I S1opa.,•'nax. from -top of Driveway -to bottom o f swole 1a= �' deep ,curb cut lo n e ll°. -� 1:1 Slope rn N. 3:1 Slope r-+aA. Friar.. lop or on,vewa) io 6044°... or Swale- TYPICAL SECTION : DRAINAGE SWALE ; 38TH AVE. r LEFT N0 SCALE J.0 10.0 2.00° sv.bds"V, s;or. on 'Future C Street. PIP 3 f, 3 y 38 38 t. 3B1. 361 OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer �tt��dE r FfSt4E�, P•G- SUBJECT: 7A ca r AO Qvr7 orl C jv664.41tflhl '4- Gentlemen: A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Date: A 1 [`"D", Z- A review of the road, drainage, and parking plans for the above - referenced plat, short plat, binding site plans and /or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review .process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer William H. Hemmings P. Senior Review Engineer mwvvekfieVittlefferson Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 (3) (9) 0035p OFFICE OF THE' COUNTY'ENGINEER Spokane County, Washington TO : 5 U wese Ss, ) p, E. FROM : eismn frceS � P, a, <^ >; RE : Standard Drainage,tanguage for" :the Dedication on • Date: fait 23 , 199e rainage easements, as 'platted and shown hereon, which are for the purpose o installing, operating and maintaining drainage•swales and drainage facilitie toy dispose of runoff,., ire hereby: granted. . The County of Spokane is hereb granted the right of. ingress and egress to-. all drainage easements adjacent b the public right —of —way. The. property ;owner shall maintain the drainagi swale with a permanent• live:cover of `lawn surf,: with optional shrubber• and /or trees, which • do''not • obstruct the 'flow and percolation of stop drainage water in the' "drainage 'awaleas indicated by the approved plans. (2) The owners of Lots •• , , 6 , of Block , and Lots • & , of Block • .., shall be held responsible for keeping oper, and maintaining the path of the natural or man -made drainage flow over and across the property. - The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities, within said easements. • Spokane County does not accept the ,.responsibility of maintaining the drainage •course on private lots .within drainage: easements or,floodplain areas, nor the responsibility for •any' drainage ,: ;. :including but not limited to inverse condemnation• to';: any,; ;properties:due•. to: .•deficient construction and /or maintenance drainage `;'couraes easements on private property. Development within this 'subdivision shall conform to the requirements of the National Flood Insurance• Program and :;'`Chapter :3.20 of the Spokane County Code. The lowest floor;:! "ineludi'ng .basement floor, for any structure shall be constructed •'according to" the requirements of "the Spokane County Flood Zone regulations in effect at'the time a building permit is issued. Purchasers of property in this subdivision" are warned of, possible flooding or ponding and the potential requirement3L4 purchase:, Flood Insurance. This warning shall be carried in each and .every:{deed,;,drawn -to transfer ownership of any and all property within this plat in th&Areaof -Special Flood Hazard. An approved lot grading plan exists. for Lots • , and Block and Lots , , _ 6 , Block Grading must conform to said plan on file in the County Engineer's office. Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. The owner(a) or successor(e) in interest agree to, join in any County approved Stermwater Management Program and to pay such rates and charges as may be fixed through public hearings for service dr benefit obtained by the planning, design, constructing, maintaining, or operation of stormwater control facilities. A statement must appear in the dedicatory language of the plat that individual driveway access permits . be required prior to issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineer's office. ADDITIONAL DRAINAGE LANGUAGE IN REFERENCE TO COMPLIANCE WITH THE NATIONAL FLOOD INSURANCE PROGRAM AND THE SPOKANE COUNTY FLOOD ZONE ORDINANCE, THE FOLLOWING LANGUAGE SHOULD BE ADDED TO THE ATTACHED DRAINAGE LANGUAGE: "Development within this subdivision shall conform to the requirements of ther National Flood Insurance Program and the Spokane County Flood Zone Ordinance. The lowest opening for any structure shall be one foot above the lowest top of curb elevation adjacent to that structure." A • . - / -) ;Kt5 GVEnimic, 4.0' C RE Phi- d gatitte e-t.rno4 4, ' -,-, - • tshinsr Po, cute. -r- tda5 -- Z.- 3 - 91 ' 615 -:--#* k - - 1 z i _tbAi Perit d-0115 3 -7 Y (./ ri G&W cessurAti7047 3/4 ' T r, , L-_za.-71 \ eA-1-(-- owr 51-2.6-6F- - eit-e4 ------ - -- 1. - . 4 ! ) 80 n4 14 6 S W A--t_s : . iS. : 3 - 3 t. - 4 - 3" 3 r, (.. 5 . 0 " Ani AO i _IL3 7 - 4 0 .,....,:— ..---- I 2 ._____________ 4 1 1 - 7 4 ' /. a ' 104 c { 1"/ C_D I I \./ I-- \, R Roo _ .— / 7 73 ,./ p--- Zog 45 to ALE' /657. i 1 1 1 ..,.. i 5 \ •/: 2_ 4 to i_, z5.g :.- N .--■ •brr„,; t) I , Lx ' ilk' : i o 'Cb 0( . .- • 5 Q(',,, 1 I 11 G / 1/2 . to ''' c\ 1'7' /1' 1., , - ■ • , , , C) •.] , /1) J .- CO alb OPE/NI/A/6 el. a V' _. _ 0 "te 7 /- -/---- ' CC a 0 - 0 0 - 57 v\/ o e 6 - 8 Jr iti tl) e.2( /Sire F --.- k X 0 _ 1 . K 1/ - ' . 4-zis t_t 2.(..93 4_0° - / ,,, .5" L-a-: LEIJ6 i )4 I- s ) o f la vi e-Mr -)v) • . ......4,:.. I i! - - -- • - :STA. 3 ÷ 4 4 .3 C. • • o s.. --- s e S g -e \ __ • .... STIZeer 1.4 o sistr4 p .„ if • - Ct-c-icyor‘ A:' 122,14ieu....., n, I 1 5 . A G\ -____.6,10;6-v_ '__E a 4‘ I t, \ i/ ---- k X 1 r 1 ; insv Arecalcornac. . . Im . LI .-1- cc> . • rli 4 VC .. ---- — -- t.) . 1 - t ° 1 1___ 0 - I - IS • CO il / I/ I l 4 - ile--=- .1) ---- , • • 011ISAI a ma I EM ri Illa IS -- - r _ ar0 (I- • , 111== c - ct r i al4C. I . Aa_6 - Pr- allreiSIE ■ , iStrWa11110 t :cr.= 13a1111 lis ---11-fr 1 \1.1.4'e• r - e" 1 !sir I 1 I; L mir _ • al111111M1 al i IT • .I • 1 1 I I ., g 4 IM011, 111•11•1111talael II :1- - ------ --------- ea vi 011111aVILMOGIMINII ea 1111111 ' _ _ _ ---- VaaPA°4%42"1.4 4 4ot t k. NI a ins ____ _ . ..._ " 1 1 P t Hi; , .-41.-- Malrin 1 ; ri MOW :WT 1,M , ! 'CS' • .: IF! • I A- I ! • 1 1 1 I r 6E J. 1 .77..n_Elt-1 i II iligiii [1 21 ( 1 Z. 1";••1 0 ' 1- H.1 1 _2_ _Nklz I I 3 4 I I - 0 - CFV L • C--- 11412010 - ------- - -- -- _ 1 • _L ts61 ii t L - . . - --- -- , __ 1 1 , ; ! ,,, N er tak-Via,--- _ --- - - - - - --- ----------- t _ h ail l . L ' t , ..., ______ _____ — - A(076i1 •-Q , 1 E • __ .. :-• • I ! • I _. _ _, _. _ I 1 ! 1 1 .klib /H • , I • ! ; I ' _ . .. 6 111 ' I H7k (-7 1 I I • , _L ' 1 1 ! • 1 ! _ \ 1 ) 1 I U I ' ) : ' - 0 s 1 _ -- ---r-74n—' _ _ ___ fefa z• • fr - - - I I I-- _ -1-- ---- :C 1• I ' .. _ _ ___. _ - _-- -- ____ . __ _ __ ! 1 I i ___ ___ -- -- ________ _ - - - ___ _I I , 1_ , _ -- - -- 1711 . __ _ _ _ Irg,4112 • • Lot - .1 ' ? PLATE 2, FLAT PLAN-PROFILE ;- Go Dr 4 4-0-6 -To 9. of zo5 •9754406 C2_cpt...t> 5-fs. 54 AC-- arz4- p„ eo- 9, y r ur■_, at u• 7 -, e r • • , 4 4: 1 0 TlS ORCA-ANZDS wo. 9 • 4±00 56041t 6 EUGENIE_ F. ciSk-iEt. 342,z KEN-we't _ t N Irk S 0 0 1 C\ 21 o 7-0 5 + Aaill - 1- - 7-tg cx /An/ a \ 4 L. 0 • I 3 e 1_ a 1 = Z 0 /-/o2, • , . , ....;., tw '''' .1 2.a 7 P.P0.# di At). 4Pnitte 1 "li, ' • . i" 5,:, . f S 4 I. tj '6 r ir„ r l. t k.; 4 ‘A 4 A ' 1 /7 ° ' . 5.- ' Istka t, -. %' 10 0 e a \ )c IE. . 0 \ 0 LOT ?_)\--,\C- A I CST \ p a. 4 64e.a are_ C&- -4 as Pti 6 et__ /19-41 FP-43\3 / ctea -5-054-0A-f42 imanza:Th ismazmzeraf ,- Man Atnre:nfl n4:74.5.,r4:74 Cara .M.CCT.1 3#2-. inE2122 B;Sd 'tt'S.1tra=*1=gia"all:iii4,9,4211.‘r r.c.:--4ingl• litinilieiP,SVA.-164.a.. teas er" Z ii Y . 4 ':' CI \ ,- --•-'• 1 g " Vs1 s - / - - it L : - 2.) . l..: • 7 ---- 7 -- 0 I Z :4 8: 2 " t o -51-04 , x. 5 I]) larall :sta. 0 -I- e 4 - r(7e. - iv. 0 3.. L-L- 6,1z,INIE e t_ Z ',, (i 4 ---..."----&-• sj-a''....... /.. ZO .. i V • S • o 9, 46' - - 6' 7 L &( 4- -60 -5 rZA b L: 74.5C. 30, 6 / e: 410. 0 7. ( I/ S eSSZktieb9 • V •-■ 0 4 - I°\ z 4t78 r, •=c, • 3 1 3,., • , - / -0 c --It PC)- 00 L , N'y • d (n 0 E Q . 1) 4 3 4 2 4.98 bl< Zoel 2.5. 3 1 t 1 • I-•% tJ „ 1 N -1' •‘.1 re, N Oa -'t In "ki -4- - - :"- - ,v) ilti • ' (JR ." 7-11 < 0 te; N e (xi _ S: aocrit I /11,0:6O BR,K A: < 3 ) - 00 - 44 R.= 5 404- 71.9 7 "-- - 7— 0 9 - o t: 5 3 / 5 4-2.3-18 69_05 6 ' 7 '1 R. ft1.Is . 00 VI • 0 1 4, *) cs' 4-23 N3-1-A - I-! -a- 1044.0z. •z 4o .o -- ST4.- 5 ---- _ 1 - 'TYPE. "13'. Pczx GRA.,-r aL• 23 0 5 r2.: °L'.° _ - C(20;6E- tail° .7 Sry - 1-c•re• r5it.<■AJC.0 <3 ■ At: oc. Lt 4. s •_S • " (.3 .1 5 E I_ n_.) o C CO CI ? ‘)\.; <C), . :6) _ • 1 6 D 3 (..) - 1 y `' . c ,si\ 1 / 4 4 6 - 1 -) , Kt ,_ " 1 ,,.. I_.0 r - 2 1, - , • 5 E 1+ 0 0 Lo t 3 . Cat + 0 z 1 o \./- L OT 2_ _IL 0 0 1- ••■1111. N 5 -It eth-- (menus sicert. .\1 _ Pt"- 4 -.4-reicot-PG \)'.j t, 0 \-- t , -A-14H SE ow o r - k • TE>w'. 2024.86 *a _Ppt,p Avar-Or ketkimagil__P_CEN I o_WS . L-u)-14 -r CAWS ii _. r6g M S /34e-A Ikrt 0 omac_e_-. (.- -1 rti-tS 0 Cd`PrO S.11/4T• "07-15 I frasc---4-1 0 , L t 1 e f -rft- _6 eete, o•-I -e_s_ - - • ag e 7 -CP 97-1,ftes• • ; - TOtC lkoa.res-d caemee-.1 a—Car4-5-netwita9—eccroe-cron411---5s.- • ACP 1' AC)D1TIOKI DCA-pi49.e evls-citteer -p5p of 2-DS NH r5t40 I R.C•Nt) - S-rstErA: &titre AA- 0 s ert3 5,4) 54 vti 50,4e,6/ N77 6 t irlL I T' : as v . -- t steuGaPaEV 7.1 _ ThITA K. Ls)", ,e 15 Oc, PDLOCKS A" tic. n WAr.44ED 7 y P .A. /\ 13 SE / , z a .4 ■ \N'A ( ti • a_ N.vG LPI s Co F./ "3-17%.4.? , V. Ds c, t.?( Li P. ,C-t. ' (YI -- ri(4. IL;MSS •C .5 4 1 ; \ ,1 S - • ' , kb 0 : . • !“:" Ce" - ,t • ' , • t'CPCit‘-‘1E":3M7.( I tiPS7 f:). b:-T I 4;3 . 4 N \3t. i ( Tt - t LL-t t= L i N = u L,J 2s 02z-L.310(..., "a AL- N J US G C A ,_) t_9 u E, �. t_c ns c.3 avie. %oi3- A e:.o..1C 7%4 i n .,2 ;r Cu2a F L EN/ P. - n.O,J I f 2%). l i ,,. E= n, L i -, L_0 A s I ha., OS J O &, .a c ..c f (e..) I J "rwe ;, curz..e. o " i=3/(1 CL ASS s Ne.1-5“D P‘c corieLri" 5 41/4 m co i/4 'A • . , •;. . . .5r ta EC3 - !" 3c TuP ukSt OP slaril/Aia5 • ln.. . • • - ;: - ; , r;;:;:--;; , --;;4 7,4 1-i; iLis; &JD CO-4.8. -7 P CA.L /N Ci 0 N vis • • • 4 X 'l • ' • ; :1• •PorzA:J40to-Ce (Y \lv*Sanri • 4 " 1. a • -; ‚.9 p/`.CNVIM ur VCMI ILLC Luf\VC lu1Vr.N) DV "WARNING... GIVEN LENGTH IS SHORTER THAN CALCULATED SIGHT DISTANCE 198.89830508 o CA B kUE F' R 0 F I L E 0 +00 PI L= 0.000 L/H Pt.= 0.000 G' 0 Grade= - 1.0007.. 0 +00 2025.2 80 0 +05 2025. 230 0 +10 2025.180 0 +15 2025.130 0 +20 2025.080 0 +25 2025. 030 0 +30 2024. 980 0 +'.5 2024. 930 0 +40 2024. 880 0 +45 2024.830 0 +50 2024.780 0 +55 2024.730 0 +60 2024.680 0 +65 2024.630 0 +70 2024. 580 0 +75 2024.530 0 +80 2024. 480 0 +85 2024.430 0 +90 2024.380 0 +95 2024. 3.30 1 +00 2024.280 1 +05 2024.230 1 +10 2024.180 1 +15 2024.130 1 +20 2024.080 1 +25 2024.030 1 +30 2023.980 1 +35 2027.930 2027.930 1 +40 202 .7.885 2023.880 1 +45 2023.850 2023.830 1 +50 2023.825 2023.780 1 +55 2023.810 2023.730 1 +60 2023.804 2023.680 1 +60 PI L= 50.000 L/H Pt.= 2027.804 ® 1 +60.116 Grade= .991% 1 +60 2027.804 ✓ 2023.690'- 1 +65 2023.809 2023.770 1 +70 2027.824 2023.779 1+75 2023.849 2023.829 1 +80 2023.883 / 2023.878 1 +85 2027.928 1+90 2023. 977 1 +95 2024. 027 2 +00 2024.076 2 +05 2024.126 2 +10 2024.175 2 +15 2024.225 2 +20 2024.274 2 +25 2024. 724 2 +30 2024.374 4 r9t L.erf 2 +40 2024.473 2 +45 2024.522 2 +50 2024.572 2 +55 2024. 621 2 +60 2024.671 2 +65 2024. 720 2 +70 2024.770 • 2 +75 2024.819 2 +80 2024.869 2 +85 2024.918 2 +90 2024.968 2 +95 2025.018 018 7+00 2025.067 3 +05 '025.117 3 +10 2025.166 3 +15 2025.216 3 +20 2025.265 3 +25 2025.315 3 +30 2025.364 3 +35 2025.414 3 +35 2025.414 3 +35 PI L= 0.000 L/H Pt.= 0.000 1? 0 Grade= SAG VERTICLE CURVE. CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -1 GRADE #2 = .990764063812 DESIGN SPEED 30 • LENGTH OF VERTICLE CURVE (CALCULATED) - 152.818145102 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 COeftf-A hot 0 +00 PI L= 0 +00 0 +05 \ 0 +10 0 +15 0+20 0 +25 0+30 0 +35 0 +40 0 +45 0+50 0 +55 0 +60 0 +65 0 +70 0+75 0 + 80 / 0+85 0 +9 0 0 +95 1 +O0 1 +05 1 +10 1 +15 1 +20 1 +25 1 +30 1+35 1 +40 1 +45 1 +50 1+55 1+60 1 +60 PI L= 50.000 1 +60 1 +65 1 +70 1 +75 1 +80 1 +85 1+90 1 +95 2 +O0 2 +05 2 +10 2 +15 2 +20 2 +25 2+30 4 e7 tvg-E- 4ict_ P R O F I L E 0.000 L/H Pt.= 0 2025.280 2025.233 2025.186 2025.138 2025.091 2025.044 2024. 997 2024.950 2024. 907 2024.855 2024.808 2024.761 2024.714 2024.667 2024.619 2024.572 2024.525 2024. 478 2024.431 2024. 383 2024._76 2024.289 2024.242 2024.195 2024.148 2024.100 2024.053 2024. 006 2027.963 2023.930 2023.907 2023.892 2023.887 L/H Pt.= 2023 2023.887• 2027.892 202.3. 906 2023. 929 2023.961 2024. 0O3 2024.050 2024. 097 2024.143 2024.190 2024. 237 2024. 283 2024.~30 2024.377 2024.423 .000 ' 0 2024. O06 2027.959 2023. 912 2023.864 2027.817 2023. 770 .887 € 1 +60.137 2023.770 2023. 817 2023.863 2023.910 2023.957 Grade= -.944% Grade= .933% 2 +40 2024.517 2 +45 2024. 56.3 2 +50 2024.610 2+55 2024.657 2 +60 2024.703 2 +65 2024.750 2 +70 2024.797 2 +75 2024. 843 2 +80 2024.890 2 +85 2024.937 2 +90 2024.983 2 +95 • 2025. 0.30 3 +00 2025. 077 3 +05 2025. 123 3 +10 2025.170 3+15 2025.217 :3 +20 2025.264 3 +20 7 '025.264 3 +20 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DE.23GN SPEED GRADE #1 = - .94375 GRADE #2 = .933446478361 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 186.129516069 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 0 +00 PI L= 0 +00 0 +02 0 +04 0 +06 0 +08 0+10 0 +12 0 +14 0 +16 0 +18 0 +20 0 +22 0 +24 0 +26 0 +28 0 +30 0 +32 0 +34 0 +36 0 +38 0+40 0 +42 0 +44 0 +46 0 +48 0 +50 0 +52 0 +54 0 +56 0 +58 0 +60 0 +62 0 +64 0 +66 0+68 0 +70 0 +72 0 +74 0 +76 0 +78 0 +80 0 +82 0 +84 0 +86 0 +88 0 +88 PI L= 0 +88 0 +90 0 +92 0 +94 0 +96 0 +98 1 +00 1 +02 1 +04 1 +06 LO Ctucg - mot VAZ Gro P F 0 F I L E 0.000 L/H Pt.= 0. 2025.000/ 2024.977 2024.954 2024.930 2024.907 2024.884 2024.861 2024. 838 2024.815 2024.791 2024.768 2024.745 2024.722 2024.699 2024.675 2024. 652 2024.629 2024. 606 2024.583 2024.560 2024.536 2024. 513 2024.490 2024.467 2024.444 2024.420 2024.397 2024.374 2024.351 / 2024.~28 2024.305 2024.284 2024.265 2024.247 2024.230 202.4. 215 2024.201 2024.188 2024.177 2024.168 2024.160 2024.153 2024.148 2024.144 2124. 141 2024.142 2024.144 2024.147 2024.152 2024.158 2024.166 2024.175 2024.186 000 e 0 Grade= - 1.159% 2024. 328 2024.305 2024.281 2024.258 2024.275 2024.212 2024. 189 2024.165 2024.142 2024.119 2024. 096 2024.073 2024.050 2024.026 2024. 003 2024.142 2023.980 60.000 L/H Pt. =2024.141 G'0 +90. ✓ t2 2024.142 ✓ 2027.980 2024. 000 2024.020 2024.040 2024.060 2024. 080 2024.100 2024.120 2024.140 2024.160 Grade= 1.000% 4 -ez -9Z 1 +10 2024.211 2024.200 1+12 2024.226 2024.220 1 +14 2024.243 2024.240 1 +16 2024.261 / 2024.260 1 +18 2024.280 ✓ 1 +20 2024. 300 1 +22 2024.320 1+24 2024. 34 0 1+26 2024.760 1 +28 2024.380 1 +30 2024. 400 1 +32 2024.420 1 +34 2024.440 1 +36 2024.460 1+38 2024. 480 1 +40 2024.500 1 +42 20”4.5"0 1 +44 2024.540 1 +46 2024. 560 1 +48 2024.580 1 +50 2024.600 1 +52 2024.620 1 +54 2024.640 1 +56 2024.660 1 +58 2024.680 1 +60 2024.700 1+62 2024.720 1 +64 2024.740 1 +66 2024.760 1 +68 2024.780 1 +70 2024. 800 1 +72 2024.820 1 +74 2024.840 1 +76 2024. 8 1 +78 2024.880 1 +80 2024.900 1 +82 2024.920 1 +84 2024.940 1 +86 2024.960 1 +88 2024.980 1 +90 2025.000 1 +92 2025.020 1 +94 2025.040 1 +96 2025.060 1+98 2025.080 2 +00 2025.100 2 +02 2025.120 2 +04 2025. 140 2 +06 2.025. 160 2 +08 2025.180 2 +10 2025.200 2 +12 2025.220 2 +14 2025.240,, 2 +16 2025.260 2025.260 2 +18 2025.278 2025.280 2 +20 2025.294 2025.300 2 +22 2025.309 2025..30 2 +24 2025.322 2025.340 2+26 2025.333 2025.360 2 +28 2025.342 2025.380 2 +30 2025.349 2025.400 2 +32 2025.755 2025.420 2 +34 2025.359 2025.440 2+ :5.01 PI L= 40.000 L/H Pt. =2025,761 G' 2 +.37.206 Grade= - .8027. 2 +35.01 2025.360 ✓ 2025.450 we AA" 2 +38 2 +40 2 +42 2 +44 2 +46 2 +48 2 +50 2 +52 2 +54 2 +56 2 +58 2 +60 2 +62 2 +64 2 +66 2 +68 2+70 2 +72 2 +74 2 +76 2 +78 2 +80 2 +82 2 +84 2 +86 2 +88 2 +90 2 +92 2 +94 2 +96 2 +98 3 +00 3 +02 3 +04 3 +06 3 +08 3 +10 3 +1 2 3 +14 3 +16 3+18 3 +20 3 +22 3 +24 3 +26 3 +28 3 +30 3 +32 3 +34 3 +36 3 +38 3 +40 3 +42 3 +44 3+46 3 +48 3+50 3 +52 3 +54 3 +56 3 +57.19 PI L= 50.000 3 +57.19 3 +58 3 +60 3 +62 A 2025.361 2025.359 2025.356 2025. 351 2025.344 2025. 335 2025.324 2025.312 2025.297 2025.282 2025.266 2025.250 2025. 2..34 2025. 2025.201 2025.185 2025.169 2025.153 2025.137 2025.121 2025.105 2025.089 2025.073 2025. 057 2025.041 2125.025 2025.009 2024.993 2024.977 2024.961 2024.945 2024.929 2024.913 2024.897 2024.881 2024.865 2024.849 2024.832 2024.816 2024. 800 2024.784 2024.768 2024.752 2024. 736 2024.720 2024.704 2024.688 2024.672 2024.657 2024.642 2024.629 2024.618 2024.607 2024.598 2024.590 2024.583 2024.578 2024.574 2024.571 2024.569 L/H Pt.=2(4 2024.569 ✓ 2024.569 2024.570 2024.572 2025.426 2025.410 2025.394 2025.378 2025. 362 2025.346 2025.330 2025.314 2025.298 • 2024.656 2024.640 2024.624 2024.608 2024.592 2024.576 2024.560 2024.544 2024.528 2024.512 2024.496 2024.480 569 @ 3 +57.5 2024.470 2024.476 2024.492 2024.507 •1.1 C >C llri'1A Crl . Grade= .779% 3 +66 2024.580 2024.539 3 +68 2024.586 2024.554 3 +70 2024.593 2024.570 3 +72 2024.602 2024.585. 3 +74 2024.611 2024.601 3 +76 2024.623 2024.616 3 +78 2024.635 2024.632 3 +80 2024.648 2024.648 3 +82 2024. 66.3 2024.663 3 +84 2024.679 3 +86 2024,694 3 +88 2024.710 3 +90 2024.725 3 +92 2024.741 3 +94 2024.757 3 +96 2024.772 3 +98 2024.788 4 +00 2024.803 4 +02 2024.819 4 +04 2024.874 4 +06 2024.850 4 +08 2024.866 4 +10 2024.881 4 +12 2024.897 4 +14 2024.912 4 +16 2024.928 4 +18 2024.943 4 +20 2024.959 4 +22 2024,975 4 +24 2024.990 4 +26 2025.006 4 +28 2025. 021 4 +30 2025.037 4 +32 2025.053 4 +34 2025.068 4 +76 2025. 084 4+38 2025.099 4 +40 2025.115 4 +42 2025,130 4 +44 2025.146 4 +46 2025.162 4 +48 2025.177 4 +50 2025.193 4 +52 2025.208 4 +54 2025.224 4 +56 2025. 239 4 +56 2025. 239 4 +56 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - 1.15909090909 GRADE #2 = .999931977417 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -109.907163908 LENGTH OF VERTICLE CURVE (GIVEN) 60 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = .999931977417 GRADE #2 = - .802095269275 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 377.996321144 LENGTH OF VERTICLE CURVE (GIVEN) 40 SIGHT DISTANCE 198.89870508 SAG VERTICLE CURVE. CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - .802095269275 GRADE #2 = .778642936596 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 295.641470674 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 P R O F I L E 0 +00 PI L= 0.000 L/H Pt.= .000 [& 0 Grade= - 1.000% 0 +00 2025.000 ) 0 +02 2024. 980 0 +04 2024.960 0 +06 2024. 940 0 +08 2024.920 0 +10 2024.900 0 +12 2024.880 0 +14 2024.860 0 +16 2024.840 0 +18 2024.820 0 +20 2024. 800 0 +22 2024. 780 0 +24 2024.760 0 +26 2024.740 0 +28 2024.720 0 +30 2024. 700 0 +32 2024.680 0 +34 2024. 660 0 +36 2024. 640 0 +38 2024.6 0 +40 2024. 600 0+42 2024. 580 0 +44 2024.560 0 +46 2024.540 0 +48 2024.520 0 +50 20 500 0 +52 2024.480 0 +54 2024. 460 0 +56 2024.440 0 +58 2024.420 2024.420 0 +60 2024.401 2024.400 0 +62 2024.387 2024.380 0 +64 2024.366 2024.360 0 +66 2024.351 2024.340 0 +68 2024.337 2024.320 0 +70 2024.724 2024.300 0 +72 2024.313 2024.280 0 +74 2024.703 2024.260 0 +76 2024.294 2024.240 0 +78 2024.287 2024.220 0 +80 2024.281 2024.200 0 +82 2024.277 2024.180 0 +84 2024.273 2024.160 0 +86 2024.272 2024.140 0 +88 2024.271 2024.120 0 +88 PI L= 60.000 L/H ^ Pt.=20y?4.271 ^ IP 0 +87.7,88 Grade= 1.0147. 0 +90 2024.272 2024.140 0 +92 2024.274 2024.161 0 +94 2024.278 2024.181 0 +96 2024.282 2024.201 0+98 2024.289 2024.221 1 +00 2024.296 2024.242 1 +02 2024.305 2024.262 1 +04 2024.315 2024.282 1 +06 2024.327 2024.303 1 +08 2024.340 2024.323 1 +10 2024.354 2024.343 1 +12 2024.369 2024.363 1 +14 2024.386 2024.384 1 +16 2024.405 2024.404 1 +18 2024. 424 1 +20 2024.445 1 +22 2024.465 1 +24 2024.485 1 +26 2024.505 1 +28 2024.526 1 +30 2024.546 1 +32 2024.566 1 +34 2024.587 1 +36 2024.607 1 +38 2024.627 1 +40 2024.647 1 +42 2024.668 1 +44 2024.688 1 +46 2024.708 1 +48 2024.729 1 +50 2024.749 1 +52 2024.769 1 +54 2024.789 1 +56 2024.810 1 +58 2024. 830 1 +60 2024.850 1 +62 2024.871 1 +64 2024.891 1 +66 2024.911 1 +68 2024.931 1 +70 2024.952 1 +72 2024.972 1 +74 2024.992 1 +76 2025.013 1 +78 2025.033 1 +80 2025.053 1 +82 2025.073 1 +84 2025.094 1 +86 2025.114 1 +88 2025.134 1 +90 2025. 154 1 +92 2025.175 1 +94 2025.195 1 +96 2025.215 1 +98 2025.236- 2+00 2025.255 2025.256 2 +02 2025.273 2025.276 2 +04 2025.289 2025.296 2 +06 2025.307 2025.317 2 +08 2025.715 2025.337 2 +10 2025.325 2025.357 2 +12 2025.334 2025.378 2 +14 2025.341 2025.398 2 +16 2025.346 2025.418 2 +18 2025.349 2025.438 a . 4 f 4C MT , - nr. :inn 1 /U o4. - 2=n m o4.on ?0G r_r -. .-.. _ ID/ rt./ 2+18.15 2 +20 2 +22 2 +24 2 +26 2 +28 2 +30 2 +32 2 +34 2 +36 2 +38 2 +40 2 +42 2 +44 2 +46 2 +48 2 +50 2 +52 2 +54 2 +56 2 +58 2 +60 2 +62 2 +64 2 +66 2 +68 2 +70 2 +72 2 +74 2 +76 2 +78 2 +80 2 +82 2 +84 2 +86 2 +88 2 +90 2 +92 L 2 +94 2 +96 2 +98 3 +00 a +02 3 +04 3 +06 3 +08 3 +10 3 +12 3 +14 3 +16 3 +18 3 +20 3 +22 3 +24 3 +26 1 i 3 +28 3 +30 3+32 3+74 3 +36 3 +38 7 +40 3 +40.33 PI L= 50.000 3 +40.33 3+42 2025.349'✓ 2025.440/ 2025.350 2025.349 2025.347 2025. 343 2025.337 2025.329 2025.319 2025.308 2025.294 / 2025.279/ 2025.267 2025.247 2025.231 2025.214 2025.198 2025.182 2025.166 2025.150 202 2025.117 2025.101 2025.085 2025.068 2025.052 2025. 036 2025.020 2025. 004 2024.987 2024.971 2024.955 2024. 939 2024.923 2024.906 2024.890 2024.874 2024.858 2024.842 2024.825 2024.809 2024.793 2024.777 2024.761 2024.744 2024.728 2024.712 2024.696 2024.680 2024.663/ 2024.647 2024.632 2024.618 2024. 606 2024.595 2024.585 2024.576 2024.569 2024.563 2024.558 2024.555 2025. 425 2025.409 2025.393 2025.376 2025.360 2025.344 2025.328 2025.312 2025.295 2025.279 2024.647 2024.631 2024.615 2024.599 2024.582 2024.566 2024.550 2024.534 2024.517 2024.501 2024.485 2024.553 2024.469 2024.552 2024.453 L/H Pt. =204. 552 is 7+40.208 2024.552 2024.450 2024.552 2024.464 Grade= .818% 3 +46 2024.557 2024.496 3 +48 2024.562 2024.513 3 +50 2024.567 2024.529 3 +52 2024.574 2024.545 3 +54 2024.583 2024.562 3 +56 2024.592 2024.578 3 +58 2024.603 2024.595 3 +60 2024.616 2024.611 3 +62 2024.629 2024.627 3+64 2024.644 2024.644 3 +66 2024.660 +68 2024.676 3+70 2024.697 3 +72 2024.709 3 +74 2024.725 3 +76 2024.742 3 +78 2024. 758 3 +80 2024.775 3 +82 2024.791 3 +84 2024.807 3 +86 2024.B24 3 +88 2024.840 3 +90 2024.856 3 +92 2024.873 3 +94 2024.889 3 +96 2024.906 3 +98 2024.922 4 +00 2024.938 4 +02 2024.955 4 +04 2024.971 4 +06 2024.987 4 +08 2025.004 4 +10 2025.020 4 +12 2025. 036 4 +14 2025.053 4 +16 2025.069 4 +18 2 2025. 086 4 +20 2025.102 4 +22 2025.118 4 +24 2025.135 4 +26 2025.151 4 +28 2025.167 4 +30 2025. 184 4 +32 2025.200 4 +34 2025.216 4 +36 2025.233 4+36 2025.237 4 +36 PI L= 0.000 L/H Pt.= 0.000 €' 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -1 GRADE #2 = 1.01421436804 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 146.40766381 LENGTH OF VERTICLE CURVE (GIVEN) 60 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1.01421436804 GRADE #2 = - .81027991488 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 368.443116151 LENGTH OF VERTICLE CURVE (GIVEN) 40 SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - .81027991488 GRADE #2 = .818228896945 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 275.300188468 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 Ef v ST Ca L / N c P R O F I L E �oL I V4k_. Ee_e"\-0 0 +00 PI L= 0.000 L/H Pt.= G 000 0 Grade= - 1.000% 0 +00 2025.000V 0 +02 2024.980 0 +04 2024.960 0 +06 2024. 940 0 +08 2024.920 0+10 2024. 900 0 +12 2024.880 0 +14 2024. 860 0 +16 2024.840 0 +18 2024.820 0 +20 2024.800 0+22 2024.780 0 +24 2024.760 0 +26 2024.740 0 +28 2024.720 0 +30 2024. 700 0 +32 2024.680 0 +34 . 2024. 660 0 +36 2024.640 0 +38 2024.620 0 +40 2024.600 0 +42 2024.580 0 +44 2024.560 0 +46 2024. 540 0 +48 2024.520 0+50 2024.500 0 +52 2024.480 0 +54 2024. 460 0 +56 2024. 440 0 +58 2024. 420 0 +60 2024.40n 0 +62 2 0 +64 2024.360 ✓ 2024.360 0 +66 2024.341 2024.340 0 +68 2024.323 2024.320 0 +70 2024.307 2024.300 0 +72 2024.292 2024.280 0 +74 2024.278 2024.260 0 +76 2024.266 2024.240 0 +78 2024.256 2 0 2 4 220 <�L vii 0 +80 2024.247 2024.200 0 +82 2024.240 2024.180 0 +84 2024.233 2024.160 0 +86 2024. 229 2024. 140 0 +88 2024.226 2024.120 0 +90 2024.224 2024.100 0 +94 0 +94 PI L= 60.000 0 +94 0 +96 0 +98 1+00 1 +02 1+04 1 +06 1 +08 1 +10 1 +12 1 +14 1 +16 1 +18 1 +20 1 +22 1 +24 1 +26 1 +28 1 +30 1 +32 1 +34 1 +36 1 +38 1 +40 1 +42 1 +44 1 +46 1 +48 1 +50 1 +52 1 +54 1 +56 1 +58 1 +60 1 +62 1 +64 1 +66 1 +68 1 +70 1 +72 1 +74 1 +76 1 +78 1 +80 1 +82 1 +84 1 +86 1 +88 1 +90 1 +92 1 +94 1 +96 1 +96 2024.225 2024.060 L/H Pt.= 2024.224 ® 0 +91.2 Grade= 1.2047. 2024.225 ✓ 2024.060. 2024.228 2024. 232 2024. 238 2024.245 2024. 254 2024.264 2024.276 2024.289 2024.303 2024.319 2024.337 2024.356 2024.376 2024.398 2024.421 ✓ 2024.445 2024.469 2024.493 2024.517 2024.542 2024.566 2024.590 2024.614 2024. 638 2024.662 2024.686 2024.710 2024.734 2024.758 2024.782 2024.806 2024.830 2024.854 2024.879 2024. 903 2024.927 2024.951 2024.975 2024.999 2025.023 2025.047 2025.071 2025.095 2025.119 2025.143 2025.167 2025.192 2025.216 2025.240 2025.264 2025.288 2025.288V 2024.084 2024.108 2024. 132 2024.156 2024.180 2024.204 2024.229 2024.253 2024.277 2024.301 2024.325 2024.349 2024. 373 2024.397 1 +96 PI L= 0.000 L/H Pt.= 0.000 G' 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -1 GRADE #2 = 1.20..77503852 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 99.597202103 LENGTH OF VERTICLE CURVE (GIVEN) 60 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 P F: O F I L E 2 +74.24 PI L= 0.000 L/H Pt.= / .000 C' 0 Grade= -.7967.V 2 +74.24 2025.130 2 +76 2025.116 2 +78 2025.100 2 +80 2025.084 2 +82 2025.068 2 +84 2025.052 2 +86 2025.036 2 +88 2025.020 2 +90 2025. 004 2 +92 2024.989 2 +94 2024.973 2 +96 2024.957 2 +98 2024.941 3 +00 2024. 925 7 +02 2024.909 3 +04 2024.893 3 +06 2024.877 3+08 2024.861 3 +10 2024.845 7+12 2024. 829 3 +14 2024.813 3 +16 2024.797 3 +18 2024.781 7 +20 2024. 766 3 +22 2024.750 3 +24 2024.734 3 +26 2024.718 3 +28 2024. 702 3 +30 2024.686/ 3+ .2 2024. 670 3 +34 2024.654 2024.654 7 +36 2024.639 2024.638 3 +38 2024.626 2024.622 3 +40 2024.613 2024.606 3 +42 2024.602 2024.590 3 +44 2024.592 2024.574 3 +46 2024.584 2024.558 3 +48 2024.577 2024.543 3 +50 2024.571 2024.527 3 +52 2024.566 2024.511 3 +54 2024.563 2024.495 3 +56 2024.561 2024.479 3 +58 2024.560 2024.463 3 +58.36 PI L= 50.000 L/H Pt.= 2024.560 @ 3 +58.305 Grade= .8007. 3 +58.36 2024.560 2024.460 3 +60 2024.560 2024.473 3 +62 2024.562 2024.489 3 +64 2024.565 2024.505 3 +66 2024.569 2 024.521 3 +68 2024.575 2024.537 3 +70 2024.582 2024.553 3 +72 2024.590 2024.569 3 +74 2024.599 2024.585 3+76 2024.610 2024.601 3 +78 2024.622 2024.617 3 +80 2024.635 2024.633 3 +82 2024.649 2024.649 3 +84 2024.665 3 +86 2024.681 +88 2024.697 3 +92 2024.729 3 +94 2024.745 3 +96 2024.761 3 +98 2024. 777 4 +00 2024. 793 4 +02 2024.809 4 +04 2024. 825 4 +06 2024.841 4 +08 2024.857 4 +10 2024.873 4 +12 2024.889 4 +14 2024.905 4 +16 2024.921 4 +18 2024.937 4 +20 2024.953 4 +22 2024.969 4 +24 2024.985 4 +26 2025.001 4 +28 2025.017 4 +30 2025.033 4 +32 2025.049 4 +34 2025.065 4 +36 2025. 081 4 +38 2025.097 4 +40 2025.113 4+42 2025.129 4 +44 2025.145 4 +46 2025.161 4 +48 2025.177 4 +50 2025.193 4 +52, 2025.209 4 +54 2025.225 4 +54 2025.225 4 +54 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - .7964812173309 GRADE #2 = .8 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 288.803429912 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer uG,ea-ra r. F ER , P.E. SUBJECT: ?/tc, I 4 ' T Ato In0 3■4 nirn Ac. $ . Gentlemen: Date: A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director A PatL cD, A review of the road, drainage, and parking plans for the above- referenced plat, short plat, binding site plans and /or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer CAD William H. Hemmings P. Senior Review Engineer • k\ Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 SCALE t" - s o' N \M an Tl'kUC Lo 8° S L-, aLc 4 W A C3a 1,.-1 4 J E L=O 2 R LIC I FF LE 53 R\ D ‘T 10 NI L T E ? c a CQo55 TNT "toll" SIrJ AL2 ES N1'-r 1 115.2 A . \\ � SS rONA1_V:! ef _ U j [EXPIRES 5/12/ (1 22 10 ( ES M.'T r cv23 12 0 EUGENE F. FISHER, P.E. Civil Engineering (509) 9270120 N. 3422 Kenney Road Otis Orchards, WA ON?? OR`C W ELLJ_ o c rg SPOt & COdurt T `(? a "A Gut. 2",ASPt L 7)C`.COA/C2ETE CLASS g �ti941D,``,S ? EC.. "RspiA CoNIGai S 3/4 10 , : i 2 0.';;•4 -1 /4- '/n r• 11 Z it Se.th....E Cass 5Cc-noa T Y, :/ .C, :L ROA,p ivn sc-a ts E (.2 ' r OQ C%NIE S. 5.' IVo 5C. Ata " Z0 �ii SI.PIaLE f� _� Cmoss 5 eGT) . tc5 r !'o ' S POeauc CoO1..7T`/ TKPe "A" c 2" 45 PHA Lt C. . COtJCfETE CLASS : ‘..)5 41) SPrC. PrS1 -401.1 CotJ e. 5 /4: 6 /0 - To 6 . TY.F:).i R:O.AU; iot a (.2 � 02. v.) au_ o.s % o $. I Q 5c. Or L-9 ■ 1,5 n l . $ SPOCAuc CooerTY T•fh ?e "A" cu u 0.5' o p o Z" Al PHALTIC COIJC2ETE CLASS JS%-1 D SPrC . ASPI IQLT CO n -,0I S 5 /4 % To 6 1 /4'/0 ,/ ZoB" 5v r d.,._E Az Crz.Dn s ec.. - n oa T Y R / .c L �- R qt. A:O. V•/A 5c2 Ik I = 3 o EXPIRES 5/12) 113 , 5 M 3 `(aa,o Se7 1,c �� 1: "Los" SLJ ULE Est-V< /0' uT1U i ( vs M Ly T I 1?? uc t� D_C_C i = ` ! \-, )J 1 T 10 kJ 3 NOTE : 10 oculewaY 5t2( ua t Yl_ (\ct o AcnosS THE 1 z0cz' S�rn1_` GSM' t Civil Engineering EUGENE F. FISHER, P.E. (509) 927 -0120 N. 3422 Kenney Road Otis Orchards, WA 99027 1.2 DQ ( V.) ELL v7,0' $. 5' ,,Z oe" 5..ratc Liza Crzoss '5 act 0 4 . ; V c h 5 c. Ca tr..ta 12' SPotA0a CocfuTY TkvL "A" cuao L 4 PPIR Cr / COdlC2ETE CLASS • a • \J'5 4 D EC. A s?,4 u ' Co/JfCF1.1 _ - 5 5 /4:1/4 T o .6 Va T rP : C L RQ AD z 3 ' Z b " LO Mk_ CL 2023.3 � W CL \M 1.0 - L'�.21 3 : I MAY 5, oc u_oyi Fs5 /loaf 3o' \ /Vaa,o SET A GIc > - - -� ID' UT/L1 rzct1' LO i 2 'b 1p- O\T\N KM : M0 E - 1 St I PU \CAD AC.(Loss "IP ' S,.jCw -E ESN\' EUGENE F. FISHER, P.E. Civil Engineering (509) 927 -0120 N. 3422 Kenney Road Otis Orchards, WA 99027 t o ilZ 5 1/4Jt j A Ca_oss Sec o.a SPotALia COVuTY T'h'e " A " C. u ao 2" Al PHA Uric :CONC2ETE' `kist4 -s c..'ASPI4ALS . Co I.71C1' S /4° /a. T r P /.e_ r R0 =AP ' GLoO/LEL Z02.2A /: �� I bvW RAN\EL toz3.44 3 : J N1 RX S uo ?ES may "2o V' Sw fsr's' / J V -r l L l SCAA.c 1 =-JO 07 4 ? LK. 2 DNca IS' AbD.(T(oN k OTE: K o 17C \iEwP 5 \-\b Lt.. Caa 2UACED • cQo% TNc "208 "C '_SM' l G � oE A Fis 6 . 4' 4. a ca d' L. Z I..EXPIRES 5/12/ 's -9 . la 02 o2 EUGENE F. FISHER, P.E. Civil Engineering (509) 927 -0120 ti. 3422 Kenney Road Otis Orchards, WA 99027 , • . 1.2 \ 112 e, u2.`( V771 ELL_ o , St.Nt Jac. Crt_aS Sacr oc.) N 0 5 C.. A.S. fig ' SPOttura C 0 our! 1 "A" cuR..a. 0.5' 5 /‘0/0- To , r • , 2" AS PHsi cric Co iletzerE • cLpiss -s Ast • TYR /c4L R QAD : W4 '&2L "20E" { t1.7. 7.O2.2.Q p „ Lo I_ S P�-5 (0' V Tt L 1 `r-l" EST IJDrE ; MO ba \4 A'I SN,aLL ?c Pubrc b. AC&OSS Tk-F• "1o51 SWALE• n\ --7 Lcn S ?DLIc. I�Gi 1 Y LVDC:i 10h1 EUGENE F. FISHER, P.E. Civil Engineering (509) 927 -0120 N. 3422 Kenney Road Otis Orchards, WA 99027 ■ f OQ•Cw ti, 0 o IQ n Sc. c1/4 ■ Skid LSo t. Cass .5 - an oa 1 ;S S POeau2' Co Os'PY T •fae "A" cut D. :O 2" ASGHR L11C CO/JC2ETE CLASS E V.J F4D 'S i'EC; PrSPiabLI 2ot.Jf #-i 5 5 /‘1/4- . 6 1 4' 'lo TYR/ cam: RO_ VV4 s t-i - SCALE I X 30 UTn uTii est4' - - " r cstNs c -30! jA(D '3. I t3 ` Log' '5 WA LE L Lr1 `r \ - r' x s� 110TL 3o DCAE-E1JP'I5H RE SLr ri LE Lot I i3\✓k a :.. NC el, t Sr P. o‘ Iq�f - 4-4-'_ -' 4-4 14. 3422 Kenney Road Z oS n 514/4LaEsM'f GL.LL 2022.1.° Dvd RE-\ 2o23. 3 :i SIP 5LoPa, EUGENE F. FISHER, P.E. Civil Engineering • (509) 927 -0120 Otis Orchards, WA 99027 "ZOS" FLODnEL 20 '5. Z D W RIi.%. E L 2623. 5Z • \ 3 : I MA x. Sr Lo PE 5 • ■ 1 / z/L So /3 N&1 A/o tMZIVE01)y 5*L L&E PL-AGr o ACR055 7�r ` r2og SwAL -f E`sr -I'T LDT' 2 /ELK 3 PkLE 1 Aborrmo,>,i • EUGENE F. FISHER, P.E: Ctvii Engineering (509) 927-0120 . N. 3422 Kenney Road Otis Orchards, WA 99027 r.2 0 Q_.•CWE 1 -' � T,o !V o Sc.A,La ' S1,.rb.-1...Q Aaa Cn_Dss s emen oo . h'S' SPoenua Cot$UTY T•?e "A" Guz_o s z,78 2" ASPHH Ufl c .CO,IC2ETE CLASS S \lJ541D -5 ?et A-SP(4PLi CorJira. S 3 /4% TO 6 . '/+ '/ I .2_' Id - 7 .s 0 $.S' t 1I ZO S ir Ca.oSs `J ec - nuti? SPOeau2 CoOUTY T•Pe "A" cu2.o 2" ASPHALTIC .COA/CL iE CLASS F \v51-1 ti s ?Ec .' tk51 -1PLi Co1J ca i 5 5 /4 %` C -./0 • \/44 S ti 6 o L 1 T YP t c. :L :ROAP In N 1 pWr -1 Par d- 4 4' s cio Cr- 5Cat,E ∎ = 3D [\ e: ?Jo DQ \1et,1PN( StiAu_ P P L Yl c A c \tp Ss 'The "L08" CuiAt_E ESM' Lsc vLc. ?kGa. `5r IN ADD \ Oh4 N in 4 Vir��PS £.,\JE ` "20 4I' SWALE E.-S1 3 ? 00,0 v n ; tel EUGENE F. FISHER, P.E. Civil Engineering (509) 927 -0120 ID' V i IL_r ; ES 'I T Mo' `/p(LD safe)nck 4- EXPIRES 5/12/ j N. 3422 Kenney Road Otis Orchards, WA 99027 • 111 c 7 .8 o I.2' ELL_ &aEA CiLDS az.c..:in Rio t....ca ■ .S I ' SPottura Cooi-rne 7•67e• cost , 2" it5PHA Uric COHCO.,21‘ CLASS - 57Ec Conrie41" 5 5 /4 csio - To 6 TO: Jeff Forrey, Department of Buildings FROM: Gary Nelson DATE: May 11, 1992 SUBJECT: B.C.C. resolution # 91 -0882 Implementation Attached are the individual lot plans for each lot containing a swale in PACE 1ST ADD, plat# P 1188A. Please give the appropriate lot plan to the individual applying for a building permit on the lot, so they can draw their house and approach to scale on the lot. We will need this plan, and the corresponding $1000.00 cash surety, in the form of cash, letter of credit, or savings assignment, before we can issue the approach permit. Also attached are the letter of credit and savings assignment forms. If you desire, we can meet to further discuss this new process. k\j\f\assign.208 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON AMOUNT: TO: SUBJECT: Gentlemen: k \j\t\assign.208 $ 1,000.00 IRREVOCABLE LETTER OF CREDIT SPOKANE COUNTY ENGINEERS 811 NORTH JEFFERSON SPOKANE, WA 99260 -0170 LOT BLOCK PACE 1ST ADD (Plat) PLAT # P 1188A . (Development) NO. We hereby authorize our irrevocable Letter of Credit in your favor, and authorize you to draw on the (bank), a draft up to one thousand (Dollars) ($1,000.00), for the account of (developer). The draft, drawn under this Letter of Credit, covers the assurance of completion of installation of storm drainage, drainage swales, sod and other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineer's Office on (date), and is to be accompanied by the following documents: written request by Spokane County Engineer's Office to (bank), at the above address indicating non - completion of all or any of the above improvements and that amount of money required to complete such improvements. We hereby agree with the drawer, endorser and bona fide holder of this draft, negotiated under and in compliance with the terms of this credit, that said draft shall be duly honored upon presentation at the (bank), at any time before completion of the above - described improvements or performance, in which event written notice shall be given by Spokane County to the bank. (developer) shall be responsible for any cost incurred by the county in excess of the amount of security. Drafts, drawn under this Letter of Credit, shall bear on their face the words Drawn under (bank) (bank address) Credit No. Dated Bank Name: By: (authorized signor) "AGREEMENT" In consideration of the issuance of a building permit for Lot , Block PACE 1ST ADD (plat) plat # P 1188A (Developer) has deposited $1,000.00 with Spokane County as security for full and faithful performance by Developer respecting certain drainage facilities and sod in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineers Office on (date) 199 Developer hereby agrees that should such drainage facilities and sod not be constructed in accordance with the approved drawings within six months of occupancy, Spokane County may then use the security to bring these facilities and sod into conformance therewith. Developer shall be responsible for any costs incurred by the county in excess of the amount of security. Spokane County agrees to return to Developer any unused funds upon satisfactory completion of these facilities and sod. NAME & ADDRESS TO BE RETURNED TO: (Developer Signature) DATE k \j\f\assign.208 ASSIGNMENT For security purposes only (developer) hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Washington, the following: Savings Certificate Number in the face amount of $1,000.00 and held in and by Bank of (bank address) This assignment is made as security for the full and faithful performance by (developer) of certain drainage facilities and sod for LOT BLOCK , PACE 1ST ADD (Plat) Plat # P 1188A in accordance with the drawings: and specifications as submitted to and approved by the Spokane County Engineers office on (date) , 199 . Any interest benefits accruing under said savings certificate shall remain the property of (developer) Said savings certificate to be released to (developer) any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize (bank) to pay over to Spokane County all or a sufficient portion of the monies in the savings certificate referenced hereinabove upon written documentation being received from the Spokane County Engineer indicating that the purposes for which the savings certificate was assigned have not been fully and faithfully performed as required and a statement of that amount of money which the County Engineer as required and a statement of that amount of money which the County Engineer deems necessary to complete such obligation. Upon receipt of such written documentation, (developer) hereby authorizes (bank) to release to Spokane County that amount of money requested up to the maximum amount in the savings certificate. (developer) shall be responsible for any costs incurred by the county excess of the amount of security. DATED this day of , 199_ President Secretary DATED this day of , 199 STATE OF WASHINGTON ) :ss County of Spokane ) k \j\f\assign.208 BANK OF DEVELOPER Branch On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that _ signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN UNDER MY HAND AND OFFICIAL SEAL this day of , 199_ Notary Public in and for the State of Washington, residing at Spokane R..) r A F 5 stJ1�rJC 1_l 0 C `s t ' ti.\ (2 o •a "A'Pi-/ No5 14 4 ; 5 /4% '1 o 4 1 /4 C, \ 1/4.1 \ SVki 'C2USLi C 1 ► , 1 0 Cr�si(Z5 Ni (3 L)c E 34 2.7_ ! j-±`. E`t N l_�i5 t 11 A eniJe Bo Js 7 1-\E \I .fL43 rJ i t= Tt. " &.) t 0 Ai P. Lo CO 5 i n.„ _ o • Cr:R::P ti 307;' C: °00' • : V4623:: r:...: : • °R. 57 .R:145 ei5 ' :... • AC +„°42:7 pT 83 +:9:9.4 PC. ,:5'2 fit. C_ 5o °ova' .. vi..'Ca'$ °J. PC.9 T+OI'.9 PT96+t .1 S8(kOCW-- .2241 4 334.9* , :t• z 8..G3' Po,:5A- 9$; 59;37 • Ce'R:P: ■43or) ;• 1 ::. • r � <'•d': =;: o z5': U • .. 'C. 2.1;:6•:0..,. 417,7 a: 1 • rn htibt■ 5 . 5�l xs. a 4 . �' �a Ewa f'l�� . � * • --,.._ a li t � Vi i. smog ,� G d • . LL 111.! um ,_''' 1 lin IN _a pun ,. i t uu 1 i' EVE.. In r. 7 . z.rr' lit k113 • 417°''2 Ri'. . .. T:1.0 .9.4 • 1‘. 7.1168 ; : : ::,;:' .. ;' A 63 °51 ' .,-t, '�' ®30 it .476:0 �: R. 754.CQ' • 84 .81 }53 6' t 'vr- Z+9g 6 Rc.C. = ? + 02'.3 PC.. I.RRwr'a. • 34 t 35 0 0 0 Z O co m 0 0 C cc I--i 0 CO 49.83 34 3� 1 2 SCALE 1 " =50' 4 Fd. ` 5 Rebar w /cap #10401 PA C A R E P L A T OF PART OF TRACT 1 1 5 OF PLAT 4 WE S T FARMS IRRIGATED TRACTS LOCATED IN THE SW--- SEC 35, T26N, .R44E.W.M. 4 SPOKANE COUNTY , WASHINGTON m I N t� 112.72' N89 ° S4'49 "iz 821.99' s 89 — SW CORNER SECTION 35, T26N,R44EWM. Found Record Pipe with following references. NW- Center nut hydrant @ 64.73', NE Tack & Tag #16198 in Power Pole #14 @ 38.81', SE Found 'x' in concrete stand pipe @ 46.71', SE Found Power Pole #13 RLS 10657 - 52.20; Found 'x' Top Concrete Wall @ 40.96', SW Found tack in Power Pole #16198 @ 37.29' WEST 1/4 CORNER SECTION 35 Found Record Pipe with following references. NW 36" Pine South face LS Tag #706 @ 36.00', East Face LS Tag #10657 @ 37.31', NE Nail #706 in Power Pole #268 @ 60.71', NE to Box Elder Tree #706 -West Face 62.03', South #10657 @ 62.75; SW Fence Line Found 1/2" Rebar #16198 @ 10.59: CURRY 3 112.96' Accepted as being the NORTH line of TRACT 115 TRACT 312.19' ONE PUI3LIC UTI'L1TY ? EASEMENT Lo 3 'LK. 1 A 1 ' STR PUI3LIC. UTILITY E/aSEMEt.1T Accepted as being the SOUTH line of N 1/2 TRACT 115 /;) IRAN S 89 ° 51'17 "W — 1006.53' WELLESLEY AVENUE 26, 4 - .4. 24 T�Ti 2 (o 1.23' � -- N e9 -9 N 3 N 0 0 0 2 W Ln 0 2 \ o l � cOI c( 1 Cr ° 0 0 000 0 010 2 a uJ in I ID I- BASIS OF BEARINGS; The bearing of S 89 ° 53'52 "w on the South line of the Southeast quarter of Section 34 Township 26 North Range 44 East of the Willamette Meridian as per Short Plat 78 -028 as filed in Book 1 at Page 14 of Short Plat was used as the BASIS OF BEARINGS for this plat. 0 0 ADDITION ° 54' 4�1 __ - 1(09.50 14, 150 5' WIDE PIBLIC UTILITIES EASEMENT N 89°54-'49"E I. 82' BLK 2 1 14-» 50 12°• N 89 ° 59'46 "W - 170.80' WABASH AVE. 2 ,°1° Ste 4Co E 12:7. goo 14,150 154.50' 2 2 N 89°51'11"E 141 49 BLK 1 1 1 53.84 o - 5Q. \ . 14-,1 SO . o= �\o° 1 -z.= 2o° I b.= 3\ 4 .. ° T= 20'2 - 0 ■ 1 " - I Co 8.84 Fd. 5 Rebar w /c'ap #10401 to cr 1 5 =07 Pu 3, ESmT. J r` OT co (T 30' 30' \s - 15 ' 30 cc 0 15 : r-, 0 0 0 0 cn 0 13 0 0 0 tE 0 3 0 10 (.0 LEGEND: O FOUND POINT AS NOTED 0 SET 1/2" REBAR WITH PLASTIC CAP L.S. #16198 tf) 0 N (5 10 0 Fd. R/R Spike 0.30' North Accepted as Centerline Barmen Fd. 3/4" Pipe Fd. 3/4" r) Pipe Fd. 3/4" Pipe Fd. Round Head Bolt g�ti ti> w E LLE'� 35 Th c' K 1 ; - pC> �1= S5.co0 fo0.32' DEDICATION: KNOW ALL MEN BY THESE PRESENTS, that Marlene V. Bonenko, individually and as the personal representative for the estate of Lloyd L. Bonenko; has caused to be platted into Lots, Blocks and Streets, the land shown hereon, to be known a PACE ADDITION, and being described as follows: A portion of the North half of Tract 115 of the plat of West Farms Irrigated Tracts Plat No. 4 as recorded in Volume "0" at Page 51, located in the Southwest Quarter of Section 35, Township 26 North, Range 44 East, W.M., situate in the County of Spokane, State of Washington, and being more particularly described as follows: Beginning at the southeast corner of said North half; thence S 89 ° 51'17" W along the south line of said North half, 168.84 feet; thence N 03 ° 52'11" 'E, 193.34 feet; thence N 00 E, 50.00 feet; thence N 04 ° 04'26" W, 192.62 feet to a point on the north line of said Tract 115; thence N 89 ° 54'49" E along said north line, 169.50 feet to the northeast corner of said Tract 115; thence S 00 ° 00'14" W, along the east line of said North half, 434.86 feet to the Point of Beginning and the end of this description. She does hereby dedicate to public use fo -�r the roads shown within this plat. Lot 3, Block 1 is a 1 foot strip and is hereby dedicated to Spokane County as general county property to be dedicated for roadway purposes at such time as roads are extended as full width public right -of -ways. An individual driveway access permit, for the driveway approach to the County road system, is required prior to the issuance of a building permit for each lot. The approach shall be constructed in accordance with the approved plan on file in the County Engineers Office. No more than one dwelling unit may be placed on any one lot, nor shall any lot be further subdivided for the purpose of creating additional lots or building sites without filing a replat. No duplexes will be allowed on any lot within this subdivision. The keeping of animals, other than household pets, is prohibited on lots within this subdivision. No single wide manufactured homes are permitted on any lot within this subdivision. Each manufactured home or dwelling shall have a minimum floor area of 1,000 square feet excluding porches, decks, and other similiar structures. Each manufactured home or dwelling shall have either an attached or a detached garage with space for a minimum of one vehicle. All manufactured homes shall have it P ched roofs with asphalt, fiberglass, or cedar shingles and eaves, and shall be placed on permanent foundations, and shall have paved driveways. Subject to specific application approval and issuance of permits by the Health Officer, each tract is authorized use of an individual on -site sewage system. Each dwelling unit shall be double plumbed for connection to future area wide sewer collection system. �1 The 10 foot wide drainage easements lying adjacent to the front lot lines of Lot 2, Block 1 and Lot 1, Block 2 as platted and shown hereon, for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, is hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public rights -of -way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and perculation of storm drainage water in the drainage swale as indicated by the grade of adjacent streets. The use of private wells and water systems is prohibited. The public water system as approved by County and State Health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot. The Owner(s), or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the Owner(s) or Sucessor(s) from objection to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. Subject to Retrictive of Covenants recorded September 3, 1981 under Auditor's document No. 8109030259, and by Amendment recorded September 25, 1981 as Auditor's document No. 8109250168, which by reference is made a part hereof. Subject to provisions contained in deed recorded as Document No. 444928, and agreements contained in Document: No. 439498. RECEIVED MAY 2 0 1986 County Engineering IN WITNESS WHEREOF the aforesaid owner has hereunto set her. hand.• Marlene V. Bonenko, individually and as the personal representative of the estate of Lloyd L. Bonenko. ACKNOWLEGEMENT: STATE OF WASHINGTON ) )ss, On this day of , 1986, before me personally appeared Marlene V. Bonenko, individually and as the personal representative of the estate of Lloyd. L. Bonenko; and known to me to be the individual that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act of said individual, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year last above written. Notary Public in and for the State of Washington, residing at SPOKANE COUNTY ENGINEER: Examined and approved this day of SPOKANE COUNTY UTILITIES: Examined and approved this day of SPOKANE COUNTY PLANNING DEPARTMENT: Examined and approved this day of SPOKANE COUNTY TREASURER: I do hereby certify that all taxes and become chargeable against the Plat t. ..h have on this p e:been fully a ..�. d Y P ; County Planning Dept. SPOKANE COUNTY ASSESSOR: Examined and approved this day o SPOKANE COUNTY HEALTH DISTRICT: Examined and approved this day of Spokane County Engineer Director, County Utilities which have land shown da o f ,. Y Spokane County i `Ronald Dunsmo Spokane County SURVEYOR'S CERTIFICATE: This map correctly represents a survey made by my direction in conformance with the require Spokane County Subdivision Ordinance. ."@ f/1"® , 1986. , 1986. , 1986. Director been levied within this • 1986. Treasurer 1986. Assessor` , 1986'. County Health District, Officer SPOKANE COUNTY COMMISSIONERS: This plat was examined and approved by the Commissioners of Spokane County on this day of , 1986. Chairman, County Commissioners me or under the y..F O v �S9ee� e' S9G'er e f Q. e ° a °v+.oeeB 4 SENSKE & ASSOCIATES, INC. Civil Engineers Land Surveyors s 3009 Mt ∎ , ., o., 101 509 534-52'2 \:`A ti 1,)/,7 / /l / /IC /(' /) / /t./V C ) / /rJ n , 7T / // ) /7k. / /// 0 'DAC� A REPLAT OF PART OF TRACT 115 OF PLAT No.4 OF WEST FARMS IRRIGATED TRACTS LOCATED I N THE SW 1.14 'OF THE SW 1/4 OF SEC. 35, T. 26N., R. 44E., W. M. SPOKANE COUNTY, WASHINGTON �� / 1 /X C-C Li/ ) `7 /73.89 / 0 AiM dd. FT /1/89° 9'38 "14 / /69.68 /Y89 °59'38 "W #89°59'38 "A/ A2,3,3 M /. Z -/096 4./7 Y89°,3'9'38 "14/ /48 G =7Z /3,172 M /7 2=54w&" R`z& i\ G =1888 4../V1 11 =8 °0915Y" L b C =6oZ.4) vi si 25 / 4/-71 /1 !7%74/ ('i I/ G 1/6%/1/ /I� v ✓/j / /,r d= /°4S'55" G -13.78 ;;I .1 �// /)7 % /- ` /7/)/ SCALE. / "- 5D' e.5 Z5' LS,y 5.73 �� 577 , v Ic\ I h st ADDITION ■ 17 IN ■ ■1111111111111111 11•111111111 89°5d'49'E ,5/0.99 � Z 8 Z 8,'®8' "6' 40 /50 .9/°38 W" 1= A=49°28 / / /) /-: vG' /1/)/ / /x¢20 cQ,Fr, /Y89°J "E /08. 4Z/ (Sid,, IT D =53 °2317" ZO,Q9 0=/7 0/" G./4 885`15/ � /. /8 045"6 C =75,DZ =4 °,3//0" 2 /3,D Fj �= ZD,CYI } DZ D / °5/6M" (989°51'/7 "h / f/1 67 r /1I /G�,, —)/ /,iv 6i1 _ 7L /1 v s /XIV %z n/E134111✓/ V 1'9P G S. /Yo. /6/98 MT F&'? PLAT OF PAC EADD /770Y- Y/5/780 A11057; /991 o SeT %z "fYAR 1N/77/ 49 G,S, /Yo. //0909 598/5 O�/L4 //Y6 M0 5l4TYCY C4471106 Par DF PACB'ADDJT /dY /A( f2P74iT AFP MS A 7TPCN 611 - 3.' / Df C 9T/D/Y'WWM' /7/..P 7r yF,✓� 4=- /'4 //, (, / /V 6,41/ /J C. v/ ) ff/ G /40-OF Ti4. / /5 tti 2S,g- 5 8 ° �� 0413'/8" R -/21 8 57/,/5 - -o - G 79.87T =�,OD G 79.96 T =st&. V 11- 3°45'3" O 3 \4="57)14" /071//Le Pa5Z /G ""'Z -//./8 11f4//vAE6 69,0VI YT O =7°a'/9 "C=4750 / /4,‘.5.3? AFT 7&ZU Z 4- 0°35'58" L =//,/8 450 &8Z 7D, /Z 1 L 6,0 V/8 D/Y9M0& - AS AYENUE S89 °,59'- ;" "E /45B2 70. 07 2- MO' 2.5. 4, 0. N /¢SQJFT /) C.) 1: 6 4 /7 /ice /) / h ®1 h 4 FWD 11.909/0 /YOlE L 7.4 g7 2 MYYiv Z'L SIAP J! ' Orfo RE fFl /nfiweiYIS D/`T//L 4J RA - #977O/OZ /ZlY/D /AV/We .91RA/l ,,w 7J/E same rQ/iry/zoo ZDYEDRDGYA/r/25 Re/91O/ h//7// //Y 7l/ /S <Sl/BD/175 /01/AlF /cif /1(PDF P0,55/8/E1 DIYa A?M9f, 4 ' Tl/EPD1fi WZ zf,27 /r1?%l5 T Ill /IIQC.Z/A /Agati/ve 7A /�S Mi /YIYG 9& C?lN/5" /4 eYERY D,S9h'/v TO Ti 3i fF✓ aeRe2FSRPD` 417 44P/7I6 //,f�/E,�f/ 401ff Trl�i T i A.0 //Z Fly /l9ZARD. 7/115 a/V/77g4 /A'/fin /M TIlDr9/vZlORY ARMY/40, On /1 - j ?yS iFf//W 47 MOS IIDI%YTJ/EJ/TE21' DED I CAT I ON KNOW ALL MEN BY THESE PRESENTS, THAT MARLENE V. BONENKO, INDIVIDUALLY AND AS THE PERSONAL REPRESENTATIVE FOR THE ESTATE OF LLOYD L.BONENKO,AND JOHN E FISHER'AS THE PRESIDENT OF LYNEIA, INC., HAVE CAUSED TO BE PLATTED INTO LOTS, BLOCKS. AND STREETS, THE LAND SHOWN HEREON, TO BE KNOWN AS PACE 1ST ADDITION, AND BEING DESCRIBED AS FOLLOWS: THE EAST 200 FEET OF THE WEST 480.80 FEET OF THE NORTH HALF OF TRACT 115 OF PLAT NO.4 OF WEST FARMS IRRIGATED TRACTS,AS PER PLAT THEREOF RECORDED I N VOLUME ° O° OF PLATS, PAGE 51; AND THE EAST 480.80 FEET OF THE NORTH HALF OF TRACT 115 OF PLAT NO.4 OF WEST FARMS IRRIGATED TRACTS, AS PER. PLAT THEREOF RECORDED I N VOLUME "On OF PLATS, PAGE 51; EXCEPT THAT PORTION LYING WITHIN PACE ADDITION, AS PER PLAT THEREOF RECORDED IN VOLUME 18 OF PLATS, PAGE 8; SITUATED IN THE COUNTY OF SPOKANE, STATE OF WASHINGTON. THEY DO HEREBY DEDICATE TO PUBLIC USE FOREVER THE ROADS SHOWN WITHIN THIS PLAT. AN INDIVIDUAL DRIVEWAY ACCESS PERMIT, FOR THE DRIVEWAY APPROACH TO THE COUNTY ROAD SYSTEM, IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. THE APPROACH SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN ON FILE IN THE COUNTY ENGINEERS OFFICE. NO MORE THAN ONE DWELLING UNIT MAY BE PLACED ON ANY ONE LOT, NOR SHALL ANY LOT BE FURTHER SUBDIVIDED FOR THE PURPOSE OF CREATING ADDITIONAL LOTS OR BUILDING SITES WITHOUT FILING A REPLAT. NO DUPLEXES WILL BE ALLOWED ON ANY LOT WITHIN THIS SUBDIVISION. THE KEEPING OF ANIMALS, OTHER THAN HOUSEHOLD PETS, IS PROHIBITED ON LOTS WITHIN THIS SUBDIVISION. NO MANUFACTURED HOMES ARE PERMITTED ON ANY LOT WITHIN THIS SUBDIVISION. SUBJECT TO SPECIFIC APPLICATION APPROVAL AND ISSUANCE OF PERMITS BY THE HEALTH OFFICER.EACH TRACT IS AUTHORIZED THE USE OF AN INDIVIDUAL ON -SITE SEWAGE COLLECTION SYSTEM. EACH DWELLING UNIT SHALL BE DOUBLE PLUMBED FOR CONNECTION TO FUTURE AREA WIDE SEWER COLLECTION SYSTEM. THE 10 FOOT WIDE DRAINAGE EASEMENTS SHOWN HEREON, FOR THE PURPOSE OF INSTALLING, OPERATING AND MAINTAINING DRAINAGE SWALES AND DRAINAGE FACILITIES TO DISPOSE OF RUNOFF,- IS HEREBY GRANTED. THE COUNTY OF SPOKANE IS HEREBY GRANTED THE RIGHT -OF INGRESS AND EGRESS TO ALL 'DRAINAGE EASEMENTS ADJACENT TO THE PUBLIC RIGHTS -OF- WAY. THE PROPERTY OWNER SHALL MAINTAIN THE DRAINAGE SWALE WITH A PERMANENT LIVE COVER OF LAWN TURF, WITH OPTIONAL SHRUBBERY AND /OR TREES, WHICH DO NOT OBSTRUCT THE FLOW AND PERCOLATION OF STORM DRAINAGE WATER IN THE DRAINAGE SWALE AS INDICATED BY THE GRADE OF ADJACENT STREETS. THE USE OF PRIVATE WELLS AND WATER SYSTEMS IS PROHIBITED.THE PUBLIC WATER SYSTEM AS APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES AND THE LOCAL FIRE DISTRICT AND PURVEYOR WILL BE INSTALLED WITHIN THIS PLAT, AND THE SUBDIVIDER WILL PROVIDE FOR INDIVIDUAL DOMESTIC WATER SERVICE AS WELL AS FIRE PROTECTION TO EACH LOT PRIOR TO SALE OF EACH LOT. THE OWNERS, OR SUCCESSORS IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO PLACE THEIR NAMES ON A PETITION FOR THE FORMATION OF A U.L. I . D. BY PETITION METHOD PURSUANT TO RCW CHAPTER 36.94 WHICH THE PETITION INCLUDES THE OWNERS' PROPERTY AND FURTHER NOT TO OBJECT BY THE SIGNING OF A PROTEST PETITION AGAINST THE FORMATION OF A U.L. 1. D. BY RESOLUTION METHOD PURSUANT TO RCW CHAPTER 36.94 WHICH INCLUDES THE OWNERS'PROPERTY. PROVIDED, THIS CONDITION SHALL NOT PROHIBIT THE OWNERS OR SUCCESSORS FROM OBJECTION TO ANY ASSESSMENTS ON THE PROPERTY AS A RESULT OF IMPROVEMENTS CALLED FOR I N CONJUNCTION W LTH THE iFORMATION OF A U. L. I.' D. BY EITHER PETITION OR RESOLUTION METHOD UNDER RCW CHAPT 'ER 36.94. S `EE FA G U/ 0 / /A 19R D / YO 7G IN WITNESS WHEREOF THE AFORESAID OWNERS HAVE HEREUNTO SET THEIR HAND. MARLENE V. BONENKO, INDIVIDUALLY JOHN 6. FISHER, PRESIDENT, AND AS THE PERSONAL REPRESENTATIVE LYNEIA, INC. OF THE ESTATE OF LLOYD L.BONENKO ACKNOWLEDGEMENTS STATE OF WASHINGTON) COUNTY OF SPOKANE ) SS ON THIS DAY OF 1992, BEFORE' ME PERSONALLY APPEARED MARLENE V. BONENKO, INDIVIDUALLY AND AS THE PERSONAL REPRESENTATIVE OF THE ESTATE OF LLOYD L.BONENKO;KNOWN TO ME TO BE THE INDIVIDUAL THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT OF SAID INDIVIDUAL FOR THE USES AND PURPOSES THEREIN MENTIONED. IN WITNESS WHEREOF, i HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT: STATE OF WASHINGTON) COUNTY OF SPOKANE ) SS ON THIS DAY OF 1992,BEFORE ME PERSONALLY APPEARED JOHN E. FISHER KNOWN TO ME TO BE _THE .PRESIDENT OF THE CORPORATION, LYNEIA, INC., THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT TO BE`THE FREE AND VOLUNTARY ACT OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND. STATED THAT HE WAS AUTHORtZED TO EXECUTE SAID INSTRUMENT FOR THE CORPORATION. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHIN TON RESIDING AT: APPROVALS SPOKANE COUNTY ENGINEER: EXAMINED AND APPROVED THIS DAY OF ,1992. SPOKANE COUNTY UTILITIES: EXAMINED AND APPROVED THIS DAY OF SPOKANE COUNTY PLANNING DEPARTMENT: EXAMINED AND APPROVED THIS DAY OF SPOKANE COUNTY ENGINEER , 1992. DIRECTOR, COUNTY UTILITIES 1992. COUNTY PLANNING DEPT. DIRECTOR SPOKANE COUNTY TREASURER: I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND BECOME CHARGEABLE AGAINST THE LAND SHOWN WITHIN THIS PLAT HAVE BEEN FULLY PAID ON THIS DAY OF ,1992 .0?/#Ef, //v, /1 i1b ZZDZB SPOKANE COUNTY TREASURER SPOKANE COUNTY ASSESSOR: EXAMINED AND APPROVED THIS DAY OF ,1992. SPOKANE COUNTY ASSESSOR SPOKANE COUNTY HEALTH DISTRICT. EXAMINED AND APPROVED THIS DAY OF ,1992. COUNTY HEALTH DISTRICT, OFFICER SPOKANE COUNTY COMMISSIONERS: THIS PLAT WAS EXAMINED AND APPROVED BY THE COMMISSIONERS OF SPOKANE COUNTY ON THIS DAY OF ,1992, CHAIRMAN, COUNTY COMMISSIONERS SURVEYOR'S CERT IFI CAT E: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNTY SUBDIVISION ORDINANCE. 3 - /lam — 9T DATE • L S1J 4 /o Th (it S Coal C 2tI5 - a' ") s/ "r7in,f�. c. T0 C;u k)5 0 s _ ` A 5 . r a c " �A s t - 2 - ) e . _ 1 N 3 4 CJ is ` t"C s 1. q 0 L..r 3 I r.5 c ' tJ L) s CAL) _ ) c) i e.)o 74-NE L.0 L I V= ILL) o T G -a " t A i r +1 L Q L) ■T) f /..)<; rtia c, CE P f ) C S C? 0/)0 ') 11 / , / / " ; /) / / ��U L/ , / / ) / 7 v / 7 v / / / ! \J N N L L6 A REPLAT OF PART OF TRACT_ 11.5 OF PLAT No. 4 OF WEST FARMS IRRIGATED TRACTS LOCATED I N THE SW 1/4 OF THE S_W 1./ 4 OF SEC. 35, T. ` 261\. R. 44E. , W. M. SPOKANE COUNTY, WASHINGTON /7 / YLJJ ) /73.89 i /fit sa // /1/89 °.9'35" l✓ /69.68 2 89 °5 "W /5 /4,4 /AFT /Y89 °59'35 "IV /6.5 23 /500 ITT /7¢ 9 '-1 / '1 / 'J ! i ce C//)/v v ✓ /2 5.73 /4 MIT 1 e= /048'S5" 1 /3. D= / °/¢'36" G - - 9.4 SORE: / "= 50' >r - - - -- __ _'• D 2.5 O (;)/_I7 /)/ X 5,77 N O M Le I 2' 2' Ih /Y 89 °54'49'5 S /0.99 5.82 • ROO 70"/E5.45 M R 691 G,S. /Ab. /6/98 567 `0fl RAT DE Me 6 AI16/167; /99/ o SET 72"&23/9R MN. C9P L, S, No. /6909 4.47.°35'3r 7 - 7 4 603 1 4= %°18 %p/ Ip R=ZQOD c.li . G =3/.70 O 1 Z5' - 4= /°5,reir t, ' G = /Z. 78 :,, I co I 7: (� 1 J°�83 'e y . /06. ev '/ ) //) %/ 6739°52"/7" 8.6' .398/S F2tfM /NG MD SURVEY 0.49106 PLAT OF PACADD /T /M' /'/ nem A O /084 s/�', f/. 4'89°5¢ "E /¢8,63 /QQZ /sQTT 3 .� .9/°38W" R =20.eV v =3/.99 L =uv L M IT 8 5 89°,3'/'/7 "W . 1/% Liz Z/iY6 4( 72 Of 7R, //d n/ I i 1 A / / /.G /) / /, /v G/ TO /I /f T / /1 1 - // ) /7C. / / / L/ 0/ / /, /// X G/4 -` 4 =3 °¢5'3¢" _ /D'N/i f PURL /C DRq//Y:4 - ~Fi9 IXT 6 088 Y1= 0°3''04 " G //,/8 Z5 / ' 4'34 `T 4=0°35'58" L = //. /8 3 7D. /0 5v /4SOD IT cu 7D, /8 - /e7W/ e.10G /6 . )0( O,W40&F f,A /'7_ ./YT 1;? ' 4 -B°OD " p�¢aZ3" /2 1Y BASi/ AWAW'5 G = 7987 T ,mm . z- 99.96 7;440 '89 °✓l9'1- /4b'82 ZOCil 4 t." N io5�sa,iz.j ,V27 ft /7 U C, ,c7/1 ) c..' T " / C � h N I?' i/ ) L' A/89°5 9'4W W /7D.8D DEDICATION KNOW ALL MEN BY THESE PRESENTS THAT MARLENE V. BONFNKO, INDIVIDUALLY AND AS THE PERSONAL REPRESENTATIVE FOH,THE ESTATE OF l LOYD 1. BONENKO, AND JO! ,! . L;. F!3hEF AS THE PRESIDENT I:YNF I A,•' Ni;. HAVE CAIJ ^,FL TO EF -' "TTFu INTO `OTC' :BLOCKS ANr STREETS, THE LAND SHOWN HEREON, TU HE kNOWN A7 r-ACE i`?T ADD►'.IO J, At D IaE DESCRIBFD AS FOLLOWS: THE EAST 200 FEET OF THF WEST 480.80 'FEET OF THE NORTH HALF OF TRACT 115 OF PLAT 'NO. 4 OF WEST FARMS IRRIGATED , RSCTS, AS PER PI AT THEREOF RECORDED IN V'O( LIME '0" OF PLATS, PAGE Bi, AND THE EAST 480.80 FEET OF:THE NORTH HALF OF TRACT ii5 OF PLAT NO.' OF WEST FARMS IHRI;:ATED TRACTS, AS PER PLAT THEHEOr RECORDED N JOLUME 0" OF PLATS, PAGE 51; EXCEPT THAT PORTION LYING WITHIN PACE ADDITION, AS PER PLAT THEREOF, RECORDED IN VOLUME 18 OF PLATS, PAGE 8; SITUATED IN THE COUNTY OE SPOKANE, STATE OF WASHINGTON. THEY DO HEREBY DEDICATE'. TO PUBLIC USE FOREVER. THE ROADS SHUWN WITHIN. THIS PLAT. AN INDIVIDUAL DRIVEWAY ACCESS PERMIT, FOR THE DRIVEWAY APPROACH .TO THE COUNTY. ROAD SYSTEM, IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. , THE APPROACH SHALL. BE CONSTRUCTED IN WITH THE APPROVED PLAN ON FILE IN THE COUNTY ENGINEERS OFFICE. NO MORE THAN ONE DWELLING UNIT MAY BE PLACED ON ANY ONE LOT, NOR SHALL ANY LOT BE FURTHER SUBDIVIDED FOR THE PURPOSE OF CREATING ADDITIONAL- LOTS OR BUILDING SITES WITHOUT FILING A REPEAT. NO ,'DUPLEXES ; -WILL BE ALLOWED ON ANY LOT WITHIN THIS SUBDIVISION. THE KEEPING OF ANIMALS, OTHER THAN HOUSEHOLD PETS, I 'PROHIBITED ON ! OTS WITHIN THIS SUBDIVISION.' NO `MANUFACTURED HOMES ARE PERMITTED ON ANY IOT:WITHIN"THIS SUBDIVISION. • SUBJECT TO SPECIFIC APPLICATION APPROVAL- AND ISSUANCE OF I'FR'M I TS BY THE HEALTH OFFICER. EACH TRACT IS AUTHORIZED THE USE OF AN INDIVIDUAL ON -SITE SEWAGE COLLECTION SYSTEM. EACH DWELLING UNIT SHALL BE DOUBLE PLUMBED FOR CONNECTION. TO FUTURE AREA WIDE SEWER. COLLECTION SYSTEM. THE_ IC FOOT WIDE DRAINAGE EASEMENTS SHOWN HEREON, FOR THE PURPOSE OF. INSTALLING; OPERATING AND MAINTAINING DRAINAGE SWALES' AND DRAINAGE FACILITIES TO DISPOSE OF RUNOFF, IS HEREBY. GRANTED. THE COUNTY OF SPOKANE`. IS HEREBY GRANTED THE RIGHT OF INGRESS AND EGRESS TO ALL DRAINAGE EASEMENTS ADJACENT TO THE PUBLIC RIGHTS -OF- WAY. THE PROPERTY OWNER `'HAIL: MA I NTA: N TRF DRA I NAG WAIF PEAMW NT LI "F ;,u'vrr, OF !AWN TURF, WITH CI'TIDNAI SHRUBBERY "AND/OH TREEE, WHICH DU NAT OBSTRUCT THE FLOW AND "PEHCOLAT I ON . OF STORM DRAINAGE 'WATER I N THE DRAINAGE SWALE AS INDICATED BY THE GRADE OF AD 1ACENT JTREETS. THE UCE OF F'k I VATS WELLS AND WATER SY`,TEMS IS PROHIBITED. THE PUBLIC WATER •SYSTEM AS APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES AND THE LOCAL FIRE DISTRICT AND PURVEYOR WILL BE • INSTALLED WITHIN THIS PLAT, AND THE SUBDIVIDER WILL.PROVIDE FOR INDIVIDUAL DOMESTIC WATE; SERVICE AS WELL AS FIRE PROTECTION TO EACH LOT PRIOR TO SALE OF EACH LOT. ::THE OWNERS, OR SUCCESSORS IN INTEREST AGREE AUTHORIZE THE COUNTY TO PLACE THEIR NAMES ON A PETITION FOR THE'FORMATION OF A • U. I.CLIPOPETITION METHOD PURSUANT . TO ROW CHAPTER 36.94 :WHICH THF PETITION INCLUDES THE OWNERS' PROPERTY . AND FURTHER NOT TO OBJECT BY THE SIGNING OF A PPOTFST PETITION AGAINST THE FORMATION OF A i. u. BY RESOLUTION METHOD PURSUANT TO IiCW CHAPTER 36.94 WI ! Ch INCLUDES THE UWNERS',PkOI- FRTY. PHOV1 DELI, THIS CONDITION SHALL NOT PROHIBIT THE OWNERS OR SUCCESSORS .FROM OBJECTION TO ANY ASSESSMENTS ON THE PROPERTY AS A RESULT OF IMPROVEMENTS CALLED FOR I N CONJUNCTION WITH THE FORMATION OF A U.L. l . D. BY EITHER PETITION OR RESOLUTION METHOD' UNDER. RCW CHAPTER 36.94. IN WITNESS WHEREOF THE AFORESAID OWNERS HAVE HEREUNTO SET THEIR BAND. MARLENE V. BONENKO,.INDIVIDUALLY AND AS THE PERSONAL REPRESENTATIVE OF THE `ESTATE OF LLOYD L. BONENKO. A C K N 0 W L E D G I z •+I F N T S STATE OF WASHINGTON) )- SS COUNTY OF SPOKANE ) ON THIS DAY OF 1992, BEFORE'ME PERSONALLY APPEARED MARLENE V. BONENKO, INDIVIDUALLY AND AS THE PERSONAL REPRESENTATIVE OF THE ESTATE OF LLOYD L.BONENKO,KNOWN TO ME TO BE THE INDIVIDUAL THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT OF SAID INDIVIDUAL FOR THE USES AND PURPOSES THEREIN MENTIONED. IN wITNESS WHEREOF, i HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL THE DAY AND YEAR LAST ABOVF WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT: STATE OF WASHINGTON) . SS COUNTY OF SPOKANE ) JOHN M. FISHER, PRES I DENT, LYNEI A, INC. ON THIS DAY OF - 1992,BEFORE ME PERSONALLY• APPEARED JOHN M. FISHER .KNOWN TO ME TO. BE THE PRESIDENT OF .THE ,CORPORATION, LYNEIA, INC., THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT -TO BE THE FREE AND VOLUNTARY .ACT OF SAID CORPORATION FOR THE USES AND .PURPOSES: THEREIN MENTIONED AND',.STATED•THAT HE WAS :AUTHORIZED. . TO EXECUTE 'SAID INSTRUMENT FOR THE CORPORATION. . IN WITNESS WHEREOF, I HAVE HEREUNTO. SET MY'HAND AND AFFIXED MY. SEAL THE DAY. AND YEAR LAST ABOVE WRITTEN: NOTARY PUBLIC IN AND FOR THE STATE :OF WASHINGTON RESIDING AT: APPROVALS SPOKANE COUNTY ENGINEER: EXAMINED AND APPROVED THIS • DAY OF 1 992: SPOKANE COUNTY. ENGINEER 'SPOKANE .COUNTY UTILITIES: EXAMINED AND APPROVED THIS DAY OF ;1992. DIRECTOR, COUNTY UTILITIES SPOKANE COUNTY PLANNING DEPARTMENT: EXAMINED AND APPROVED THIS DAY OF • ,1992. COUNTY PLANNING DEPT. DIRECTOR SPOKANE COUNTY TREASURER: I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND BECOME CHARGEABLE AGAINST THE LAND SHOWN WITHIN THIS 'PLAT HAVE BEEN FULLY PAID ON THIS DAY OF • ,1992. SPOKANE COUNTY TREASURER SPOKANE COUNTY ASSESSOR: EXAMINED AND APPROVED THIS . DAY OF SPOKANE COUNTY ASSESSOR SPOKANE COUNTY HEALTH DISTRICT: EXAMINED AND APPROVED THIS DAY OF COUNTY HEALTH DISTRICT, OFFICER SPOKANE COUNTY COMMISSIONERS: THIS PLAT_..WAS EXAMINED AND APPROVED BY THE COMMISSIONERS OF SPOKANE COUNTY ON THIS DAY OF ,1992. SURVEY.OR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY1E OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNTY SUBDIVISION ORDINANCE. JOHN M. FISHER, P. L. S. No. 16907 DATE CHAIRMAN, COUNTY COMMISSIONERS 3+ 2S -(3 S: o.00a■ n- 4 -Z3 2= S7/../ " 4-- 2 7 7- O 9 0: 01 4O ca s P +J _ 4 - Z� 1 , Zoe 5U1E :. 1 15 ' D:RY Vi lrL i + bS I (.2. 07- 1- g L7. 9$.Sg Lu21, TD P CLire - ro E 5 /'A EQ �-t Z- `7. zo e is WAT 13tk E -4- AN/ cz 0 T! Z624.8( 1 c7 6,11,4\. c` == MI EMI' ...i. ......m m:,....., .............. = irem=maii.....--=,......=====........ .... =WM- MIR= 1111641.=.1.1111111MMIIMEMIIII M110•11111=111■1■111111.11==NOWNWIRMIMMIMMMIIMM===11 IIMII=CMINUMNIMMINIMM MIMI =MEI EMIIIIINIMPINIMIEZMNIMINIIIME1M11•111=11=1111=11WM•1 . =II= MMININNIIIMEMIIIIIIMEIIINI aMMMI M III MIMMMEMMO MEMBRIMP■1•11 MINNEINIIIIIMI . EgRaMENNIMEN■mimimommuum ® ® ® MINN = i� EriM =WI == MMINI1_1_ =��� �� �����i �i� MINN ®a ®� ®�� �� ®a� i��� miwis MINIINNIMINI liM��MRr [ �.M•tUl1` M ��� �1t71 !. . \i� ®�� IIIMIIMINIIMINNIIIIMMEMIKENNIIIIIMMINIIIIMBEINNIMINIINNI !ll�t�llri !!1��� ���Ml�lMi�!aIM= MIL IZI !Iolal.,,® EBEIM �l�<�E1�! � �:�� � 11 ������ �Mi1iM1e = LI �MMillM=1 == ® =� == IINIMMHEIHINIIIMIIIIMIEMIIIIIMMINMENNOMMIIMME11111•111iIIIMMEIMINE ��� ■— ■•■� �� !ice -- r.1��® l�ii �� G'� IMMO IMMENIEIIINM NIIIIIMINICNINEMININIMIIIM= MUMS MEM =mom ��_' =i ME a.��...� �� �M��c_��® a MIIIIMMIa IM iii ®MMENNII®,i iii /111111111111111111111111111111111111111111 i NIIIIIMINOMINMISIMII 1•111P1111101111•1111=1011111 INEMINIIP Mafl■■MM M1M■MII�IMMM�M1 IMMO UMW Sli _ ®iil� �!!Mi \i�_���il ►� �� Y1MlYl i11iLt'7� ®�— Mill• ® t������� MINIMUM= MIMI ICAMINIIIIINEWRIIMAI ■M■MI MMI�v■M■l■�MMM■MIMI MIMI Nommommumeausiammommi casawmommiraimmiumamolLEMLNENEIIENIMUNCE + b 0 Lo (a 2 A I ' S°72\ DTI` E5 I li- ►D - `� - ► O 5 0- 08 -43E IZ_ 426 L I3.83 p ( 1- Si- 04 2 .3. le x 0 0 ° o- - o v/ tL- A00,0 s o +. T•(? A" O ELL 62aTE EL 23, 4 4"" ° " - h_ s R . 4 1,.o L_ / 07.00 Cu( v ?ctJtaG 1 A (� = '7 o 4 -icl \ L -o.61 53. i Cu R5 C 4..0 5 3- 37-4 d- 3- 3i. -43 z = 410 L: 2.5.g5 • T>a e l�i= : .A ,� UQ yiJE - d EUGENE. F. ►51 -\E2, PE NI 3422. K E iv N t `t 12t3 - -N OTts 0 t:t.Gt- AA2D5 WA. `1 M So at (12 ot2d 5 O - UO --57 V.d 5- 2 3 -gZ ® i ■ �� °� e �� sill �� ����w�® � ®� i�ii�i� i ��� i i m ■ ���� �� ®e�MLra� �i�Mi�ri•�� — i■ � ® ®— =1= MIME — ��MC��MI�l�M ®�M1� ®�� ����� —[� �������������I�I! _ s� : �■� ®®■® M�M � MM■ �M��M� �i� + r ® ®� ����t�i :�� ® � ®.� ����i_■ r_ � i• ��� ���i• �r�® � �i�ca� ®®® r ►���� ■��■�■�i•�i_i i•�sl�� �i. ali ��. �. -- Rl � �"''�- -= i�c��i. �+ �i�iT�i® ®�°L��ii' " �.l.:.'iu'�''C'w �"..i1 1� ����� ��0l�lt���l ®I��f�Et1r� �.7i� ®�I�'..�w ws7i!!l �® ' 1 � LiFli 7n �i• ® i �� �������� I��I� -- -■ l�S!���Il. I1i� �11 1 �� fii c -- -� ■OM ®®i•NIiiiwi poi•i•!!■ ■—■ • ■.�i•� ® ® ni rs��Si��i�iiill�s.. . i ls.�l iicl�iL ���� ���■� �i��® •�lu � � ®ice _ i ln �l�i•� � -- • �INIMMI _■�� ®�— _I ®®=_ — ® ERm .. r�r�a��c�z� w �.��ac� ��� —∎111 i�/il wai �Y !l�rn — � � � — � � fiiRil�iiR�/!� =���� �� _ � �_[# � �mj!wM0 ® ®— ��. i �i•�I��� �� �� ®ii'� tlliYi — � ■��I�� IIIIMINI =NM EMIIIINI MIIIIIMINIMIN =MINIM NommimummommilIoNM110111 • iiMINIME1111111111• IMMO 11= ■III M91 MIIIIMIN=1= W.II 1=1= P....mi a= .. Miliffilla WWII. 1==.111 =MI MEE MEM = ...ema am m pja i s i sm. M MI= M maw MIMI Num= 1101111•11251•BAMIZMnialialailLIWINE,E01 MINIMIMM =MIN NMI= =•1111INNIMEAMINIMINIMIN MNIRMININNIMIIIIIMINNIIIPENIIIMININ ME = MINI•111: 111111111 M IMIIMIMIIII MEimilm i e ....._ _... l MIMI UNININIIMONOM =NM =i re. go ,m, .„,, " 1 _ RATc s PLAT E ? L AT PLAN- PROFILE = m t- n 23o mrc m o �o�� DD -- -< foN n` - v m = m v n • m co m L_ ct!icei}�Jt) 1# � . : ; " ) t ` • • C c= _ ? " T!_1u 7 r 0k)lat.. - LOL ) 1 hJ U Mt) ()(t(C✓~.0. Prz E c a s C— 1 A' G u t N 3 4 2 c.� -1 J/; 5rT' /, ^ , ' /(' /) / /r, /v Li/ I/Jn 7 1/7. / / //. - N \� AP R 0 21992 s Lri 0 %50D s2 FT, !-1 //-1 /1 - 4 / cV )/J (, )/(i /) )/ ) v 0i • i 11 • / /) /// / PACE A REPLAT OF PART OF TRACT 21.5 OF PLAT No. 4 OF WEST FARMS IRRIGATED TRACTS LOCATED I N THE SW i/4 CF THE SW 1/4 OF SEC. 35, T. 26N. , R. 44E. , W. M. SPOKANE COUNTY,WAS -I \GTO /_)/ / / /7/ 4 C.0 /73.89 /1A /1Ae SQ. X1 °59'8 "1 /69.68 .4/ 89459'38"1 /64. /9 SCALE: / "= 54' 5.73 - E - 2=/ I G - 4'89°59'38 W /58.7/ ZH �-. (J0491 IF 0=4T®B96" %¢233 G =/lf6 4- /77'33' N89 4'59'38 "JV L /5D? /4814 1 4 = '8''a5 " /3, /72 M/7 R � 6=1888 \\ Q =/°D/ ✓5" i tt v S fe 527 3 D 2.5 0 /Q9 1 /Y 89 °,3"70'¢95 58a / / 2 S'VD '14" f{ - 37/,/, G = 79.87 T =4.6:4D 216P°35 %D" R =/% =8/..70 e FD'//YD %z "1, M9/l 1077/69° Z.S. A. /6/98 _ FOR PAT DF PACEADD /T /D/Y Y1s /7ED AI/0 7 /991 0 SET % "MM' P/177/ c■ L, S No. /6909 ADD vC/ /) /) 57499 /x¢24 5',/ '89°54'49 "E Q =9/ °38 R = &2 , � .99 40°22'43" =64&/1 D =7�'/9 " L - 42 52 D 53 °23%7" 2,04,9 4=/7 G /5,37 S89°5/7 "1� /36./8 2=85°58/5 G = 7,SDZ 119S /5 LFP if /fYG MD SURYCY Cr4YT/TOG 1547 ,%9T DE MOADD/T /M' //115771Y741 U2D WS A 7 0e0 617.3 /167/ fAV/WV/7 Z 977.01' F1F J 7X9YF,✓� L- 7D. 6.9 14,33 ?g ('7 •s/ ///Yo /2 OF X //5 80'08115"e" 700 1 4/ % /G/ / >> t'/v (_/ -ro .; / 1 /, //)/7G i // /' 4 //, (.�/ V C. p =4-°23'/8" R -/DADZ G=79.96 7 - ='A GO =16°3/'03" Z 4-6 fT / G -/624 BIM b/ °,37G4 L =/¢D5 106 et, /J/✓&w /) X VA /Z T/ . //S 70. Z8 4= 0°35'58" =//•/8 43 l82 %D'w /ZE P&52 /G - =//./8 DR9//YAC -� 69,OffEWT ON -a– 7D/8 us ND NO 04 N , /02st cSD F/, , /D'A( /lam P1/BL /6 hOLV zs4.y ASfH AJ/�NUE 7&37 WO 2sj ?. i� C)c,_ /ice 4 /7 , 1.'C. / v #89 °,55'16 "1h / /74 .V c:k FLOP /l97A,YD 407E' z2 Y&LDP/ 'T )(/ //Y Tl/2 SISP/ /5/lyY/Z COI 0 711 /N'//rx'F/'I'E/YTSOFYe/V/177RM Tag /AV/P/YCE /W4A/l ar / .9 Pf„gzl' l✓/J///Y Tl/ /S dddgeS /e4/A� hil/f4e0DF Mgt JD//YY a R2Y0//10 �fD 7l/EPD TI9G ,2 77,f5 Y7 Wine.//— f7Q7Dkrol/iQ/!/YDE 7/9 l✓.9R�1 S s/1.9& & GPIN/1`D /Nf /L1/D EYGRY Dr4914'/YTD 7 1T/fDh' 4i sl/ /PDf ' /IND/kG 19V,Pf77 li0/1 arRIITIT T1,1-e 6FSIEGE 12229 //9Z9/fh 27 1D/1D /77QN /sAPPG /d9 TDD/MLOYA/ //F5, D4/1/84/AYS MD 134/11971" AMU 0677 7ZP D/1'Tl/ES/7G Aces, DEDICATION KNOW ALL MEN BY THESE PRESENTS, THAT MARLENE V. BONENKO` INDIVIDUALLY AND AS THE PERSONAL REPRESENTATIVE FOR THE ESTATE OF` LLOYD L. BONENKO, AND JOHN E. F I SHER AS THE PRESIDENT OF LYNEIA, INC. HAVE CAUSED TO BE PLATTED INTO LOTS, BLOCKS AND STREETS, THE LAND SHOWN HEREON,TO BE KNOWN AS PACE IST ADDITION,AND BEING DESCRIBED AS FOLLOWS: THE EAST 200 FEET OF THE WEST 480. -80 FEET OF THE: NORTH HALF OF TRACT ii5 OF PLAT NO.4 OF WEST FARMS IRRIGATED TRACTS, AS PER PLAT THEREOF RECORDED I N VOLUME "On OF PLATS, PAGE 51; AND THE EAST 480.80 FEET OF THE NORTH HALF OF TRACT 115 OF PLAT NO.4 OF WEST FARMS IRRIGATED TRACTS, AS PER PLAT THEREOF RECORDED I N VOLUME '0" OF PLATS, PAGE 51; EXCEPT THAT PORTION LYING WITHIN PACE ADDITION AS PER PLAT THEREOF RECORDED IN VOLUME i8 OF PLATS, PAGE 8; SITUATED IN THE COUNTY OF SPOKANE, STATE OF WASH!INGTON. THEY DO HEREBY DEDICATE TO PUBLIC USE FOREVER THE ROADS SHOWN WITHIN THIS PLAT. AN INDIVIDUAL DRIVEWAY ACCESS PERMIT, FOR THE DRIVEWAY APPROACH TO THE COUNTY ROAD SYSTEM, IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. THE APPROACH SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED'PLAN ON FILE IN THE COUNTY ENGINEERS OFFICE. NO MORE THAN ONE DWELLING UNIT MAY BE PLACED ON ANY ONE LOT, NOR SHALL ANY LOT BE FURTHER SUBDIVIDED FOR THE PURPOSE OF CREATING ADDITIONAL LOTS OR BUILDING SITES WITHOUT FILING A REPLAT. NO DUPLEXES WILL BE ALLOWED ON ANY LOT WITHIN THIS SUBDIVISION. THE KEEPING OF ANIMALS, OTHER THAN HOUSEHOLD PETS, IS PROHIBITED ON LOTS WITHIN THIS SUBDIVISION.' NO MANUFACTURED HOMES ARE PERMITTED ON ANY LOT WITHIN THIS SUBDIVISION. SUBJECT TO SPECIFIC APPLICATION APPROVAL" AND ISSUANCE OF PERMITS BY THE HEALTH OFFICER. EACH TRACT IS AUTHORIZED THE USE OF AN INDIVIDUAL ON -SITE SEWAGE COLLECTION SYSTEM. EACH DWELLING UNIT SHALL BE DOUBLE PLUMBED FOR CONNECTION TO FUTURE AREA WIDE SEWER COLLECTION SYSTEM. THE 10 FOOT WIDE DRAINAGE EASEMENTS SHOWN HEREON, FOR THE PURPOSE OF INSTALLING, OPERATING AND MAINTAINING DRAINAGE SWALES AND DRAINAGE FACILITIES TO DISPOSE OF RUNOFF, IS HEREBY GRANTED. THE COUNTY OF SPOKANE IS HEREBY GRANTED THE MIGHT , OF INGRESS AND EGRESS TO ALL DRAINAGE EASEMENTS ADJACENT TO THE PUBLIC RIGHTS OF - WAY. THE PROPERTY OWNER SHALL MAINTAIN THE DRAINAGE SWAI_E WITH A PERMANENT LIVE COVER OF LAWN TURF, WITH OPTIONAL SHRUBBERY AND /OR TREES, • WHICH DO NOT OBSTRUCT THE FLOW AND PERCOLATION OF STORM DRAINAGE WATER IN THE DRAINAGE SWALE AS INDICATED BY THE GRADE OF ADJACENT STREETS. THE USE OF PRIVATE WELLS AND WATER SYSTEMS IS PROHIBITED.THE PUBLIC WATER SYSTEM AS APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES AND THE LOCAL FIRE DISTRICT AND PURVEYOR WILL BE INSTALLED WITHIN THIS PLAT, AND THE SUBDIVIDER WILL PROVIDE FOR INDIVIDUAL DOMESTIC WATER SERVICE AS WELL AS FIRE PROTECTION TO EACH LOT PRIOR TO SALE OF EACH LOT. THE OWNERS, OR SUCCESSORS IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO PLACE THEIR NAMES ON A PETITION FOR THE FORMATION OF A U.L. I . D. BY PETITION METHOD PURSUANT TO RCW CHAPTER 36.94 WHICH' THE PETITION INCLUDES THE OWNERS' PROPERTY AND FURTHER NOT TO OBJECT BY THE SIGNING OF A PROTEST PETITION AGAINST THE FORMATION OF A U.L. I . D. BY RESOLUTION METHOD PURSUANT TO RCW CHAPTER 36.94 WHICH INCLUDES THE OWNERS 'PROPERTY. PROVIDED,THIS CONDITION SHALL NOT PROHIBIT THE OWNERS OR SUCCESSORS FROM OBJECTION TO ANY ASSESSMENTS ON THE PROPERTY AS A RESULT OF IMPROVEMENTS CALLED FOR I N CONJUNCTION WITH THE FORMATION OF A U. L. I . D. BY EITHER PETITION OR RESOLUTION METHOD UNDER RCW CHAPTER 36.94. 8EE12.4DD /VAZ//RRP /Y07 IN WITNESS WHEREOF THE AFORESAID OWNERS HAVE HEREUNTO SET THEIR HAND. MARLENE V. BONENKO, INDIVIDUALLY AND AS THE PERSONAL REPRESENTATIVE OF THE ESTATE OF LLOYD L.BONENKO ACKNOWLEDGEMENTS STATE OF WASHINGTON) COUNTY OF SPOKANE ) SS JOHN E. FISHER, PRESIDENT, LYNEIA, INC. ON THIS DAY OF 1992, BEFORE ME PERSONALLY APPEARED MARLENE V. BONENKO, INDIVIDUALLY AND AS THE PERSONAL REPRESENTATIVE OF THE ESTATE OF LLOYD L.BONENKO,KNOWN TO ME TO BE THE INDIVIDUAL THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT OF SAID INDIVIDUAL.FOR THE USES AND PURPOSES THEREIN MENTIONED. IN WITNESS WHEREOF, i HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT: STATE OF WASHINGTON) COUNTY OF SPOKANE ) SS ON THIS DAY OF 1992, BEFORE ME PERSONALLY APPEARED JOHN E. FISHER KNOWN TO ME TO BE THE PRESIDENT OF THE CORPORATION, LYNEIA, INC., THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT FOR THE CORPORATION. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. NOTARY PUBLIC IN -AND FOR THE STATE OF WASHINGTON RESIDING AT: APPROVALS SPOKANE COUNTY ENGINEER: EXAMINED AND APPROVED THIS DAY OF ,1992. SPOKANE COUNTY UTILITIE : EXAMINED AND APPROVED THIS DAY OF ,1992. SPOKANE COUNTY PLANNING DEPARTMENT: EXAMINED AND APPROVED THIS DAY OF SPOKANE COUNTY TREASURER: I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND BECOME CHARGEABLE AGAINST THE LAND SHOWN WITHIN THIS PLAT HAVE BEEN FULLY PAID ON THIS DAY OF ,1992. SPOKANE COUNTY ASSESSOR: EXAMINED AND APPROVED THIS DAY OF ,1992. SPOKANE COUNTY HEALTH DISTRICT: EXAMINED AND APPROVED THIS DAY OF ,1992. SPOKANE COUNTY COMMISSIONERS: THIS -PLAT WAS EXAMINED AND APPROVED BY THE COMMISSIONERS OF SPOKANE COUNTY ON THIS DAY OF ,1992. S U R V E Y O R ' S C E R T I I C A T E : THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNTY SUBDIVISION ORDINANCE. eR//YEA P,G A 02328 •■°4, ,;; . gas _4 ,' r 4 .. I ., t o f • � �,, , ■ :'.0` i y SPOKANE COUNTY ENGINEER DIRECTOR, COUNTY UTILITIES , 1992. COUNTY PLANNING DEPT. DIRECTOR SPOKANE COUNTY TREASURER SPOKANE COUNTY ASSESSOR COUNTY HEALTH DISTRICT, OFFICER CHAIRMAN, COUNTY COMMISSIONERS 3 - 16 - 9T DATE > > - 4n mr m m 3 o n y - +< . in tnrmm n -4 C s m .' cotty, D ga,J o At it to' 41 " 1 ky* R- 39 L 76.40 cur.g o p 715 . d I L1= tl 9 1 " o ^ Q � 1.- a.it ^y• Cua , Dcrck 1 cvttb qR't ^ 0. 14'6y` - act ( k ,112:10 Cufr3 To r3c-.' Sc2i5Ep 6Y frIE.-•wobO PRIOR -0 70.I/r./G ®e- ® ® ® ® ®;�® . � ® - ® ® ®® -® 1E' I N ME r J M 1 i MIIIIIIMIMMIIMMINIMINIONINIMMEIMIMMIIIIIMMIMISIMINNUMMEM 1•111•11•••111•101•1•111•1••••••11•1•IIMM 1••1•111•1•11•11•••••■•••••••111•INIMME 11•11111•M•••=1•11111•1••1•1••••11•NIM•1•11=E MEE ISM•IIMINNUNIIIIII•■••=11•11•1•11=1111•1•111•111•1•••1•11M11 1•1••••••■•■••••11•111•••••=11111111111111••••1•1•1•••11•111111•11= EM111111EV rd 1•1••••••••••1111•1111•111■111111111=11 •11=1111M11•0•11=••••1•11.11,••= IM= EM••••111■11. NIMEINIEEMMINNININININIMENIIIENENIMENNEENNIMMEIMMEINIEMMIN=MINENNEEE EMENINONNII MINNINIIIININIMNIEMMINIENEMINNINIMMINNENEEMMINIIII■ =UM milmuma• maim= MIIENNIIINEEMMEMMINEEIMENNIEMMIIIIMEMEN ENINIMINEMEMINMENNINNEMEMINIMEMEMINAMMIIMEIMMEMENNEMEINMENININININI INEMNIMMENEIMMINE MEM MINE MIME MIME MEM MEMEllIMMENTM1111111 IIMMERUMEEEJ= ME NE 1••••••••11111•1111M Ell IIINIMINIMINSIMENN � ® ® ®o� A LL_ . - -- - - ��_: 1•••=1••1•1•1•1•1 MIE El El >•� ®® ® j®"._ _ �`` u a M s� i ®® a�� MIIIIIMMI•11••=011•0 1••••11111111•21=1111= ���� ��= �� ® ®�® ®BEN i� ■� �1•® ® ®® ® ® �� NIMENEENEININIMI EINNEEMIIIIMINIMENINIEINEMINIIIIMMEIMMIMMIENEEMEEIMEINEMEMIENIEIMEMENUMMENIMINIMINUME IMMINNIIIIMMIIIINIME■111111111MININIEMENNINIMENINEIMENISEMIIIIIMENNINNINNIMENIMIIMINIEEMININERNIMMIEN1=1==n1MIEMINIE = = CZENNIENENI MI MENNEMIENNEEIMMEINIMEINE IMIIME ®� IMINEEMNIMEIMENINININIENENNINIENINENMEINIMININNEMMI ® ® ® ®� ■ ® ®® ®� ®= ��i�1Elt7�, .' i�ra ■�� lle ® t►� ����Kl ®�■�E��sE ® ®� =iii MEM INIMNIIIIINNEMMEMEN MININIIIIIIIMMOMMEINIIMINEMINMINIIIIMEEMEIMMEINEMENNIMININIMENIIIII ® ® ®� ®- ® ® ® ® ®® � ®� - �er�Ya� -Le o ® ®� ®� ® ®�Illllwil!'S»�� ■���M��® ®�■M�M 111111111111111111111111111111 - ® ® ® ® ® ® ® ® ® ® ®® ® ® ® ®��� ®cs�a�E® ® era • � � -tom - ®� ��:�■����clLXIIb wl■�■���■�■�r•® ___ ® ® ®� ® ® ® - ® ®® ® ®�� ® ® ®��'iis ® ® ® - ®® - ��!!`����Ei�1C1:�i3�31�>�R19C, ��1zi37.3� - - - � NNENIEBEINIMMIPMENNINMMEIMEMENNIEINIENE �- ®- ��- ® ® ®� ® ® ® - O� ®s'� ■M®�1� ®�'° :tee• =!� �i ��Ii7�:�'���� ��� INIMMINIMINNIII ®� ® ® ®� ® ® ® ® ®® a ®- ®-- ������ ®- ®� ®_ iY ■�� - ® �� MINEIEMENIENINIIMENNIMININNIIININNENN■MallINIEEMININO MEM IMINEMININIIIMEIMIIIIMINNIENIMMINEEMINE IMIIIIMMMENIMMIEMENIEEM EIENNIINEMNINNE MENNUMNIEE =MEMO= EMEIMININMIIIIIMEEE=11 IMEMNIIIIMI NUIMIINNE =INN . AMEN ® ® ®® ® ®- ® ® ®® -. su ∎��sar_ somm ...w MILIWEillimill NEMENINMENENIMMONENIIMMENEMININIMIIIIIII NENIEMINNINIIINEIMMIMMENMENIMINIEMINE �� ® -�k = __ _ ® ® ® ® - ® ® ®® ®� ®� ®a ® ® ® ®® ® ® ® ® ®® 1=====ainaMEMEMERIBIEMENEssmairmizzon iiiintsweim _ _ mom ••• I E I RMEMEMEE MENNEN =MEE TEM E NENE ENE ®®®® ss MINE MEM 111111111•1111=111111 s � MINE MINION"' RUIPPAREEE • IIIIIIII III I ME • ... � _® _ - - ® ®_ ® airmimm=== �� ® ® _ - - - - - =-...m.....rimmaawmamr•-•-• -- ® — 'MIAMI MINEIMMEINIIIIIIIMIUNIMMIE IIIIMMINIMINNINEMENEMIE EINEMEMPIMININIMEINEEMENNIMEI EIIIIIIIIIIIIIMMINIENMENE IMINEENNEINIENNEUENNIUMENNEIME NIIIMMIEMINIIIIIN ®IMNI IIIIIIIIN� ���� mss® =MIIIII i ■i ININIIIIIMINENINE 111111=1111MNIN=1 EININIMIMINI MINNEMENININENIIMIONIONE EMENE'm • En E INIIIIIIII• 11.111.11111111.11111.1111111.111111 ME= mon m NENE MEN i s MENNE I1I • • =in =Mall MENEM 4-4-0 3 +v n 2 + 04 KEUFFEL & ESSER A KRATOS Company 48 7042 Made in U.S.A.* 4 c00 PLATE 2, FLAT PLAN - PROFILE • 511 6DtV to'J L (N Y n A r tLi O T E tJ r)tT tO J Wkiblk$IA ?Lao.) fto 'ale. LRh4S &t 3S?ISK.G 4 Ic5SOG Id/G 04T& S - L i S 1.k0 my MA bs PistrV o f T SSE. PL'u.ts T(PicAt_ 20t10 Sgcrn0 ID ET&t 'IMO 21 YG a Ca ic1 z z CL: 0 0 0 z z r .2 2025 0. wbu - 2030 i :SCALE 1"-75P' is o . S g, 44" w ID' PU13L.1G uTtLtTY ESM'T. • ••••• 'ol td' PLII3LiG UTILITY ESE-4T et- M r� to t •I =mai NEIN INEEE - LOT BLOCK 2 t flo: ft-16:. at f25 WABASH Al E : 1 4 -- 't ' %.J PACL ADDI J. 'c LOT 2 BLOCK 1 Oi T w 511f7 Q . A = 3 ► >d.z I ih TY (1 ' S' wv LO'aCIES "pla.Tla .A e #+b ' le„ &CO „ .R A O t ex. 1 -- EA'yE!-4ENTS &Lt:h!`T I 30' ' ..or 30'1 R 1. ry i J J / t II to Q ti 0 EXIST. �. OWc . (1 J C m Q it! 11 AIM 'f 1 BENCH MARK FOUND SPOKANE COUNTY :BP.ASS CAP AT , NW CORNER OF BANNEN/WELLESLEY ELEVATIPN 2024,26' OD - Li CI) NOTE: Z > -- -TRANSITION FROM TYPICAL SECTION Q H TO NO CROWN FROM STA. 4 +25 TO X 0 STA. 4 +82. ' LU 00 L©r Cn REPLACE E'.LST. UR`f\VELL TOP \V 1114 SPoKA.ue Co. 5 'NPE `r.o.C3r. _ 24.21te NOR - -H RB MAX 2: 1 MAX EA5EtA GRVVE 2025 Cu Re) TO 8E. 5CRIG3ED BY "L.E' I~L. ME PRIORTcPtn 1111111E1111111 11111111111111111 Emi= MBREMINEffi INE LIT L 3\I E PROPERTY L:C NE l' .., ...,..,. .,qua 16' KEUFFEL 11 ESSER 1 PLATE1, PLAN - PROFILE G KRATOS Cmnwy 48 7024 Made in U.S:A.' CENTER LINE y in. CRUSHED ROCK TOP COARSE OF 5/8 in. MINUS W.S.H.D: 2 in. ASPHALTIC CONCRETE CLASS 8 W.S.H.D SPEC._ ASPHALT CONTENT 5 3/4% to 6 1/4% T PI C AA L. ROAD SECT N WABASH AE.NUE N . 1 .S 8' Ago 1 ,.'.1 'f7 _ r tI - i� c : 7c0 6 _ _ WE _ - _ I w .. ummosirmeM in — MIN .t. maz anowommimmam=ais � _._..1.._. — — • EIREUBIZ ; �� � ®ems � - -- nl®�sa S � 1� rim ommemilim ®_ a ��s i 2 ■i`� i , ® [ � m . 11 ■� _� e�■flleswl�aeo -- -= ® I� ®�I■■�u� -- - - - =1 l i umam ini um- 01 -1-1- r-AMENIMEEMERmWEITEREMENIZECOMMENELME= brait 144 IrlifiERSUE M TYPICAL DRIVEWAY tit! .6' FL 8 J.l...l b' L COI; -T d E REQ EE ? sl TIFY THE P 4 56.3600 a. PRIOR rO t;t:.*4;37 E t.14'TIE7 t T 8WEET TITLE PAQJECT__ -_ 3/Z7/86 • 5/g0/86a DATE - • t, r '5 74 . :oa4, ; ,„PLAN gt PROFILE WABASH AVENUE PACE ADDITION 4 FOMMOWIUMai 4616V6 : t7RI'w ; ■5e lb' Et? Setnc rtz : Oki \\4/1, 0',5, REVISION p INC. ChM Engi s /Land . rvey s • $:3,009.:.M:T. . 't . ERt4ob1., tiPOK4 WA, (509) 54445 AY '"' AHCtJEC'i' P. 8C: -E 0,A1 E ic;R -F e snFU,wr� ry C1 uY OF Mill MEM ill ME MENEM. III 1111=1111111111111111 1111 IIMEMIIIMEN MEM'. MENEM= MIEMINEMIIIIIIMMILU IIIMEMEMINIEWM11119111E 11•11•11 11111111111111eN c.d 4"7 • SOD TO GRADE ■ . IN SWALE /93.30 3 ° 58 / //"14/ / /2T/ / /1 / 1 / I / 'V / 6 V 0 ' 2 8 1 1 643546 11A //v 3,3 .96 4/01 0' /¢'E / 92. D3 =24.29 sD°CYJ <52 "w ' Or r �— is lr' • t_ ,` 11 (`,';' 0.. '' 'i = ,) Angola 4103 266L. I 1 ddb i 1.—N i; .2 )a r" c`) .. Ian i L_.t) i "" q 0 0 0 va -1 Ov> : W m' r m m 0 crcni— m C) —i 0 m m 0 = c m w < a C✓) <> M r - 0 -1 m t?? 0 4 m ■ � ■e1 � 7 �!!.■ � dill r __ ----- __ L e■_ �� X71 : - -.r .... -- _ " ■ ��� el��—■ �■ �lee�le�e�i ■��c��le■w�la■ee�■I ®■��e LoT L. A i ' TAG, 2 — p--- - _j_•_ __ . , UhII:P 1 ___ ___ ___________________ - ! 9 : —— , ■ I i . —■ —�■■ems -�■�� rzz �� +�� �.v �.=i■I��■��a�i - _ tea.... ®� ®�■ _ _ i _ ®� III ■ ® t,1 f ®� _�_ ...... --- a -I -- - --- = II OIL 1 4 �� ,� ink ®� � � �oa ■I Mi ��- r L' I :��1t7 �I - __!, - - _________ _ Iii _ i: 1 __ --- �O���Glz'L•^■ � ■� II ■Sl ;.L _, :� •_ ■_�- _��Ii L [iii LlG7G _ - _ A�I�i■�llt_�� �i � J T' 4 -i- o c 1 i nI Q Z +99. 1 6�, w � I +qfl . 8 4 3 }24..18 6K tJ L -T- 3+19,51 1} 30= 7 -U -o$ g,:: 53.15 J8 L /� = 9 - ® - 2 = 57//5 - 3- — - — / 4 o - r _ = 4o.a 7 -S -1 R. '€1 15 S:: o,00gi 4 3 S� , t- c� © Cv2$ G L 3 .9 or s-r `c ©,j T A r' not. 2 Dom' �U9Al W 4,' gb h.. - -t- ©o 1< { 4 p �' 2 I- -- STo l, 5 - .--- /+ vG1� 13 Z,K 2®�3.�8 1c17. 0v T,- 53,Y / 4 78 KEUFFEL & _ ESB ER A KRATOS. Company M 48 7042 Made in U.S.A." s 7 i i,J f ! 0 C..� Q 0 PLATE 2, FLAT PLAN - PROFILE c L r Y O r W )4g.9z EQ .3-f 2 20 15 << co i 3}- 5 3- ' 1 7- ts WPr f3A -r ,. z 7< ' �, Cu czr ©P�n1�nIU . e e f 24: , 1 3 --acs 4 +O0 ')Z =z47 1 / D � , J D � I (5. 6iIV, G\ cc:?e:. Y F6 5Ld®; :-L- / `UG�I.dE - ?F', 152 34a-2. t E t c 1 OT OPLCt- IZ ©S w1. `l 77 0q c1Z1 ©1 J v 1.._. I \ �t C) 5 O — oo -57 v-' w 1-E Q� Q7 _ 1 ,e 5 - fGNU • , i3L�c 1 + X�. lkto g t __ c�Z_ ;1 `�. �t x � ,wd : D c Lvt" I u o .....- __... - 3. i� 2a 1 LUT 3 � o _�_, ® ®® ® i (L . o- ,r ti , ® " r = _" � � ���W \iii■71i' ® ® ® ®����e!!•ee��!® , e1�� 1 � 1 • ® ®�Pt��® ®eS.�i/I � ��iYiiiiL7ii'Z ��� _ ;. 7�►7- ®- 9R7!i7Yll/�..� ®�rll� ® ®� ®�� ® ®— c■■ � 17.e�® ®clams► ®I �I■c __ a�§w ®� ®� ���►1r -, - -- - z7■i1_,- 11i .1 �e� �, = - - c�Cw .ii4��i■ ®��i_I -- �/ _.___1 ;__ i:i m i' — __i___-• _ , •® �/.� � ■ �a�w■► ■� .� ®���■ dam■ x x ® _®!ice e�■�...w��+�ca�r.� --- �� I�il�■���Z_■wunn �i�■�■�■i■ A � ' ■ w �■■ �■I■�s>•■� ■� . ���■ ®�e��� lee ■e■ - -- — ; - Ir t _ r _ , __ — __ +00 r '3c242? Pte /2 >' i Z 0 m W 0 0 n -I - o <CA 707orn m m30=2 CA CA - m i m 0 m m Z 0 m co 0 PC cn -_ r 0 m X 3�0 Z'_T R 54, R \\2o ,efir R I,• 4 4- c 0 = Zo i-M' / = 2' \/Ei21_ �I•'8 t=? N \LL CASES . J 0 CCI 2.5.2 I i►, L oT l_t( A 1' ST2tP o Pft V O X 2°A + , S 4v Wq.'� EGt 3 }33 53 151 'o '!T • Ill II t111.11. MINI= MENNEN 1111 il - - III NI Ell 1111 imm- II 111114111111 MilmommaillIMENINAMEAMMEMEMEE to ,6 imam offroinswassmisior mom • milmon II Iry �� 1 - �� ® ®� a ®i ii •• s �•si•• ® LIMMIMESE411 I I �i iM ���'�i�i•i�� �c�:�� - �� a I � �i1!!ra�l.�w1 i�■■r�- r� �r��-��� -� ® ® ® ®® .M .= j� 4 1 I ■•i ■�� L�1�i11•l�l.`Jtl '[ ��![sew +i��t= ►�a�.�i[IfLL7�ii1�■�>t���_�� ® -�® N 1 a t w �■C����u � Ii i M 1 � _ ®_ ®__ ® ®_ �•l ^►�i `E ft�7if� �� • ■ii �� *E� �. I• ors= ■ 1�� I•ir[ �iiOMYMii•� ®� MEM _ -e IMINMEMINI �� ��� ®� MIMS . ��rr ® ®® K anillanITIII 7.___LE,m,maiNtialMEMESERMITAINEEME I . _____ m . = •��i MIMES MENNE �S •A_m__ mmzsr essomutoiz AI•� f1�i1•iii• mm ....._ _ .""".., ■��■ .. + o : ca ®9- ` I Q MIEN 1111111M �1 �■�..�� -- m r r`rI�71ff�rr.ss-�I�r. �� a=" �� MEIMMomoommimsom======= iiGi��Iri�iYi`�i iimmommemn s � ii•S I�� (�■e.� %�rrC�i Ili�r.Lr��iiiii.� EMEM111111111111111 I_ 111111111111111 ILA 1 Ed El EAU 11 NM ilIPIERUERIElleginna EMMEN = + o . Oo g III i 1111111111111MEMINEREENNERINEEEN MEN1111111111111111111111 • Ill MIL IIII III • • ME 11111111111111 MEE EllEMEMENELLIBRUMMEM A Z -+ - cnc /foo 0 +0 0 c 8 o "s oX 2 7. o °o OO 2 5 ' 1 0\ N 0 0 -- 1 0 T IC ESM' T 0 2� -7q 24 3D,g3. �K 25 -13 .2= 69,o5 n -18 6= g- -O0 - 44 R = 57/. a ¢- �3 )( -r.:40.. 0 L= 79.57 2 a )2 s. i ,5 - L - 14-:Se 6 -is -t ■ z S8l,j5 •e 5 O- o8-43E - _ 7 - o 9 5 - 5 3 , 5 •9� IZ= 428 L- h 1 - S4 -5' O x��(• So R =20 _i 5 P ° t 8 8. o T V I Z3,gg � Y . Q L c -r 3 OD 2 #1 ' o" 2 = 312. t1= I - 13 -3S L: -8 (t v , L - Sv ---- O Mt "2_ c) P " `e;".)AI r q 2 4 5 4 -23 /(C.2.01 L= 81 -34 - - "4 - i3 - A 5 STo.0+ T•( ?.. -A., -f- 00 9 -_ /o44 -Oz '= 40 .0 CZ,s i L(Q.0 2 L = 98.58 I + (i ,, �•7`t7�YUfi�`�.1 1 Lo 2 P LocC ) Lc:› \ t ' 'x ra L c � Y 4- /+cv Gi 3�2K 2o23.�g vn� t 23, 8o ..x G a 2 0 v c3 -tI R: 4L5 L =75.1 ,_ 4 t_ - /07, O o T 53. .� ,1 , ,0.13 f:- i "1- 5 9.1 c A As x � p ti \ ( q � � d- ` k ti 1, g 1 - 5M R. 392 L. 5 O . ' V ` Q` O Y rj O 1, q 1 V 'v �� ' ,, I/ �, --- �' 6 .S I �, a o. Col q) 0 /. N J zy .t,L cA � i a1; 1 i 13 L1( 3 /4.2o •y4 L r LZ � ti " 2 KEUFFEL & ESSER A KRATOS Company j... 48 7042 Made in U.S.A +-- 5 89- 59 -- E A 30, G5 0c Gu2E7 TDP $ 0 I a PLATE 2, FLAT PLAN- PROFILE LO? 3 v T # L E 2i . T ECR 3- ? 2 .20 k31c sat -5,28 1 UCLA t hOc6E ES Pc r To? 0 S LD PE ) A , 3 00 Q Of0o tr.Jp 0 0 - 36, ' S 3 - 37 - 4ovv 7 ' 5 3 -) 7 -'-low �'f2E MAt'16 h) ` INSTALL PErz nn uTC • 5 3- 37 -40y✓ 1 3 oo (_ U T 2 " ZOOS " DCLA - 10ikLE SWALz c? , t , 3'? /Pc t3Dr..S i '' - v k ti INSTILL_ LL_ (1 • S NAME 514./J 1 i L Mv'CC., l) 1 5EE A r- v - p.C_t -t i� A Ec b D LJ & • -: 1 S S'r Tt O Ai C1 F . o vL) , , : 6P 1 8 ► ESM uriL.I -7 ( 10' S M'T tt .4 - '1) r`tRE - "A'!, Eu-.- 64 •`93 3 + - 64 Dc .4 „u PA C � T Lo T 4 + 0 0 x2 ° 2s s� x. \ <'� z �6 - �R �C, _ e s i9 'C4J, ,o c w 3 °12 L =24:1 1�= 3- 34,-43 ,Z= 4i L_ 25.85 574 �� ..,, PL4�G Fx turs 5/t 2/ ` 2Z 5.77 '1\ tih tip r: 4Z t8 -34 -4$' cs'L r ti ti X v. 6J• 1, EUCuE.KI =. �. G►s� -�Ee. E. Kf 342z. KEc..Na`t t •O -I OTtS otLGt- 205 w, 9 Soot o -) o t 2cO 6, "v./ 0 2v s S c - 0 SY'Tt\i■ 5 o oo -57'v.j • - . . `r�.� --- ® ®iil ® ____ ' .��;+ - - -- - mommonemminureseimix.molosio ffi��i1• � e Ell I ENIMMINE Ewa romMENINERSTIEMEMENII N14 .11111111111 111111 Elt 5 +00 loliai., 1 7 Sc L_ I : Zo' /-70 2' VE 2 T 3 tvt Z 3 .8 1 4.0' © +65 '2„-},/(4... Z4 \- 3 f;'■ 2 5.13 6 .5, _00 -44 2= 5.-7176!).-°°;: 4- 1361 L _ 5 0 -o8 43E IZ= 428 L- 14. L I - S4 -S k` G STQ o ci� - 1 - '("?_. ' 'A" , J YL`t a:)E LL ta CI S ?...(0.0 2 /f - �o 6p 3 RK to ? 3. .)?1 Z3. So 111•111111111 v _ M 111.1111111111 MEE EMMILMOMME IMEMENE MEE , C u(L2 - rop 73.31 Ck ZE 9E410 ZI: 44 13.51 EC*? 3� 2 .- c 7. 20 ets 2v25,Zg O7-OO FWD s 3 - 37- 40 v✓ /AT (b6,.€ 4.,Nr 1. s G � i La \ Z b 24.8 f El �k �4, i�ISTA \ / S'► tL E�S" NAME St441 BIZ MO:Tc p. A?2 Jc. b DWG oCZ fl 1 S S 'i i 0 A-) C1 -+ ? -, STA, 3+6.[ •' ! <)s •' 7''1PE-"A" t.,y+leu- - o� („ 4 1)(6y1„)Fl.___ 4)! N L. = 3- 3(9 -43 2:= 410 L_ 25.' ■ = 3 °12. C�cD t 5sr TEI■A ' 5 Ecy. T F E., EUGENE. F'. G►SI -�E Q. :'E 1 NI 3422 1 <EtvNe •c IZo OTIS OtkCI- kPaoS 91027 Soo q21 a12c, 5 O O o -57 vJ rIE 1'�,�G1= r � c is 5112, 24 C -T 1• �"� IN t' CG■S_S 0 :0 { -I- o n 1 KEUFFEL 8 EBBER1 PLATE 2 . FLAT PLAN-PROFILE n KRATOS Company .... 3 +- 0 i -4- 0 5 too 7 (q 4 1 1 t-1 )_ 3 LATE c o 1 1_,v3 t "`o (D OS G. C A o ► 0' r Z. r)/...)e 00 - 7 M--N- �s T 0 P F • Cvri E_ P,T ►J 11--N 12_,J rJ i " LA.-4 (_v i L� s � �: '� L.) i ✓ _� 1 1 `( T I-) & " /J A I t O 1) N L Lo L7 . 7 i tJ G v trJoiSTd Ar'L._ ,. A 12 YJ E - `_.'PC3 t 1,..,_t _ t E A" Cp l) 5 r.. P -5= 2 .7a HOTIFY THE PERMIT ENGINEER .. 1 2 - ? : a S K r. N 3 4 2z 1C E c.Y 2.0 0 YI s r 2c_. A u' J/ 0 a- "7 -- -- 7- SPOKANE M I 1 ) I. _'_, SPoep,oe CO )UT/ T(Pe "A" cu zct 0.5' 12 ' a �4 a 1 �` a Fa ° ? Z" AS Pi lF, L C COIJC(E — CLASS P. \J 4) - ' C . l +lat_i Cor) eo 3 To ',' /4 • 114KPAN57 GyY,ArZ24/f 9/) -7 //4 /1,7 /Ci /) / /b /v CJ/ //117v/ /// 4/89 °39'88 "14 / 1 /69.(08 / 3 r 0 Y89 59 38 1V • —a L. I-T /f nom/ ^ /- /_n/ ('/ /, G YG / )/1& e,/ c ✓/, //h //) //v e (. PACE A REPLAT OF PART OF TRACT 1.1.5 OF PLAT No. 4 OF WEST FARMS IRRIGATED TRACTS LOCATED I N THE SW 1/4 OF THE SW 1/4 OF SEC. 35, T. 26N. , R. 44E. , W. M. SPOKANE 1-- — /7389 — - , 'U72L /T /&5 M5,57g4 T 42e dd. FT /b¢./8 1 /GD 1YG ,07239c 4 C N /¢500 �Sh' f2 , .2=1°46 / 43 . " =13.78 89°59 /7f /58. 7/ I i= 8°49 T' ii=47 2 / . 033 AFT L=16; 1 j;74/7'33 4 /4g14 G167Z SCAGE•` /" : SD' D COUNTY, WASHINGTON ir&l2 9 /1YG 739e/(11/Yt Z /3 ) /72 M D 34 R-20,X .1\ L- 1888 \ 4. /°Dl, /3 /7¢4 /1/85'S0V27/4 r /: .17 9 )'T ` /77/ ) 5 I�r 1 Z3' 1st ADDITION Z3' ' 8,D8'43Y e 1111111111111 1111•111•11 f89 °3 Q'49'6 5/0.99 /Q<o• loQ — — -- lo' UT /L/TM - 5' acoire/YI 5. Ii 1 • v (.i /) /) / 89°54'49 "E /48, (,3 � o 3 f,'//GD/NG '' 731011 GGYz' D9/° 38D1 R-:_?O.Ql l/ G =31.99 /442/ sQ IT _;D =Lv °28 " --1 4.6410 �J •86 °22'?O'E d = 8 °OD'44" °Z3 %8" R -/04 02 WABAS/7 AYI/Y &6" /0/SW.0 R rrs(176.' /36.18 0 =85"58/5 L= 7,1,DZ .Gr'//Lyme L f7 la'f i = 4 . ° 3 / ' ¢ 3 " 2 /3,3 2 Fj R -ZD,Cb L= DS /46. J 89 °57' /9 "14/ •//. 67 CIY6 ,4' 7e OF //i /6 /1/ /v G/ — TV /1 // 1/7 / / / v 0 FGVA Yz n/ Q9rg 1Y /Tw CAIP G,S /o. /10198 56T FOR PLAT OF PACE ADD /770Y-Y /S /7&D /91161167 /991 • sET % "fZBAR IN /T; C,9P ,, I /10 2832',1.1&'G s AYDl8.D • ,SIT 51IRFACE 2144155 /E •'4/ C./VC. II r,Y. G/40 - DI - T/4. 70. Z8 — O C�GM q , _ v )¢4v 5 4= 0°35'58" L / /. /8 445E30 4 035. ,. D =3°45'3Q "� f82 / Z �� � ' � 4 -D°37 � OWE" PUBG /C`' G =//./8 i b 91°'8/0 1.tOD 11R9//YAC� C = E;9 55YT �1 ' - 7G%9 "0=4250 � /l 337 5.F7- r I i n D -1g 37 /T ZO4? G= /86 y 0: /9°3701" G /5,37 _S 5 //107 U'P 14/9$.9 7,e44/ 3. /9677A0 D`A704/ 1 E/1/T CV9770/1/ MI5 F/ rJ J 8AS /5 Df & /Li0 /RYE7' C rfize FBRRAT DFOACE'AlIl9/7711/ 7D. /Z t, 70,/8— /41-2xt c5d, FT DrY9 //Y�C� 889 (159'14 "E / 898 N /¢SGV64 VP O• /-) C)Q A7/1 - v/ G c. 7 4 /7 C. / v C \N #89 °59'166 /74 BD /its 72/Y O Z'iY • 1 w Ns • • DEDICATION KNOW ALL MEN BY THESE PRESENTS, THAT OFAD/'9EST&AD CDA/c577UC77 4 /NC.,AND A/YD it77S. G/>'EE4 ANP GAM D• 6fT !WSW? AO ;o725; HAVE CAUSED TO BE PLATTED INTO LOTS, BLOCKS AND STREETS, THE LAND SHOWN HEREON, TO BE KNOWN AS PACE 1ST ADDITION,AND BEING DESCRIBED AS FOLLOWS: THE EAST 200 FEET OF THE WEST 480.80 'FEET OF THE NORTH HALF OF TRACT 115 OF PLAT NO.4 OF WEST FARMS IRRIGATED TRACTS,AS PER PLAT THEREOF RECORDED I N VOLUME '0' OF PLATS, PAGE 51; AND THE EAST 480.80 FEET OF THE NORTH HALF OF TRACT 115 OF PLAT NO.4 OF WEST FARMS IRRIGATED TRACTS, AS ,PER PLAT THEREOF RECORDED I N VOLUME '0' OF PLATS, PAGE 51; EXCEPT THAT PORTION LYING WITHIN PACE ADDITION, AS PER PLAT THEREOF RECORDED I N VOLUME 18 'OF PLATS, PAGE 8; SITUATED IN THE COUNTY OF SPOKANE, STATE OF WASHINGTON. THEY DO HEREBY DEDICATE TO PUBLIC USE FOREVER THE ROADS SHOWN WITHIN THIS PLAT. LOT 6, BLOCK 2 IS A 1 FOOT STRIP AND IS HEREBY DEDICATED TO SPOKANE COUNTY AS GENERAL COUNTY PROPERTY TO BE DEDICATED FOR ROADWAY PURPOSES AT SUCH TIME AS ROADS ARE EXTENDED AS FULL WIDTH PUBLIC RIGHT -OF -WAYS. SUBJECT TO SPECIFIC APPLICATION APPROVAL AND ISSUANCE OF PERMITS BY THE HEALTH OFFICER. EACH TRACT IS AUTHORIZED THE USE OF AN INDIVIDUAL ON -SITE SEWAGE COLLECTION SYSTEM.' EACH DWELLING UNIT SHALL BE DOUBLE .PLUMBED FOR CONNECTION TO FUTURE AREA WIDE SEWER COLLECTION SYSTEM. SIDE YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT THE TIME BUILDING PERMITS ARE REQUESTED UNLESS THESE SETBACKS ARE SPECIFICALLY DRAFTED ON THIS FINAL PLAT. THE SETBACKS INDICATED ON THIS PLAT MAY BE VARIED R D FROM IF PROPER ZONING APPROVALS ARE OBTAINED. THE 10 FOOT WIDE DRAINAGE EASEMENTS SHOWN HEREON, FOR THE PURPOSE OF INSTALLING, OPERATING AND MAINTAINING DRAINAGE SWALES AND DRAINAGE FACILITIES TO DISPOSE OF RUNOFF, IS HEREBY GRANTED. THE COUNTY OF SPOKANE IS HEREBY GRANTED THE RIGHT OF INGRESS AND EGRESS TO ALL DRAINAGE EASEMENTS ADJACENT TO THE PUBLIC RIGHTS -OF- WAY. THE PROPERTY OWNER SHALL MAINTAIN THE DRAINAGE SWALE WITH A PERMANENT LIVE COVER OF LAWN TURF, WITH OPTIONAL SHRUBBERY AND /OR TREES, WHICH DO NOT OBSTRUCT THE FLOW AND PERCOLATION OF STORM DRAINAGE WATER IN THE DRAINAGE SWALE AS INDICATED BY THE GRADE OF ADJACENT STREETS. THE LOWEST OPENING TO A HOUSE CANNOT BE LESS THAN 1 FOOT ABOVE H TELW LOWEST TOP OF CURB 'NATIONAL ELEVATION IN FRONT OF EACH LOT AS D E REQUIR BY THE N T IONAL FLOOD INSURANCE PROGRAM. NO DRIVEWAY SHALL BE PLACED ACROSS A 11 208' SWALE. DEVELOPMENT WITHIN THIS SUBDIVISION SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL FLOOD INSURANCE PROGRAM AND THE SPOKANE COUNTY FLOOD ZONE ORDINANCE. PURCHASERS OF THE PROPERTY WITHIN THIS SUBDIVISION ARE WARNED OF POSSIBLE FLOODING OR PONDING AND THE POTENTIAL REQUIREMENT TO PURCHASE FLOOD INSURANCE. THIS WARNING SHALL BE CARRIED IN EACH AND EVERY DEED DRAWN TO TRANSFER OWNERSHIP OF ANY AND ALL PROPERTY WITH THE PLAT IN THE AREA OF SPECIAL FLOOD HAZARD. THIS CONDITION IS APPLICABLE TO DRIVEWAY APPROACHES, DRIVEWAYS AND PRIVATE ROADS CONSTRUCTED ON THE SITE FOR ACCESS. THE USE OF PRIVATE WELLS AND WATER SYSTEMS IS PROHIBITED. THE PUBLIC WATER SYSTEM AS APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES AND THE LOCAL FIRE DISTRICT AND PURVEYOR WILL BE INSTALLED WITHIN THIS PLAT, AND THE SUBDIVIDER WILL PROVIDE FOR INDIVIDUAL DOMESTIC WATER SERVICE AS WELL AS FIRE PROTECTION TO EACH LOT PRIOR TO SALE OF EACH LOT AND PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. THE OWNERS, OR SUCCESSORS IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO PLACE THEIR NAMES ON A PETITION FOR THE FORMATION OF A U.L. I.D. D. BY PETITION METHOD PURSUANT TO RCW CHAPTER 36.94 WHICH THE PETITION INCLUDES THE OWNERS' PROPERTY AND FURTHER NOT TO OBJECT BY THE SIGNING OF A PROTEST PETITION AGAINST THE FORMATION OF A U. L. I . D. BY RESOLUTION METHOD PURSUANT TO RCW CHAPTER 36. 94 WHICH INCLUDES THE OWNERS'PROPERTY. PROVIDED,THIS CONDITION SHALL NOT PROHIBIT THE OWNERS OR SUCCESSORS FROM OBJECTION TO ANY ASSESSMENTS ON THE PROPERTY AS A RESULT OF IMPROVEMENTS CALLED FOR I N CONJUNCTION WITH THE FORMATION OF A U.L. I . D. BY EITHER PETITION OR RESOLUTION METHOD UNDER RCW CHAPTER 36.94. IN WITNESS WHEREOF THE AFORESAID OWNERS • HAVE HEREUNTO SET THEIR HAND. h'/W&5TEAD CD/v l/C77SLY, /A/C. ..!�1 KIM S. GREER (C1 SA D. GREER ACW/1/0I4/CED6E/V51 //S STATE OF WASHINGTON) COUNTY OF SPOKANE ) SS ON THIS RAY OF , 1992, BEFORE ME-PERSONALLY APPEARED 72/?E1f/Yllh/.V72J1/� OF 7WE CDSI 9 7€21/ THAT EXECUTED THE AND FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID -INSTRUMENT TO BE THE FREE AND • VOLUNTARY ACT OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT FOR THE CORPORATION. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINBTOIV RESIDING I AT: .a v r' IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. STATE OF WASHINGTON) ) SS COUNTY OF SPOKANE ) GE 3 -to % 3, RaW.CTIVEL? ON THIS c ' DAY OF Cho. c . + , 3 , BEFORE ME PERSONALLY ' APPEARED KIM S. GREER AND LISA D. GREEK, HUSBAND AND WIFE, KNOWN TO ME TO BE THE INDIVIDUALS THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT OF SAID INDIVIDUALS FOR THE USES AND PURPOSES THEREIN MENTIONED. ,2 i NOTARY PU IC IN AND FOR THE STATE OF WASHINGTON RESIDING AT: 6 Go o • 4 AUDITOR'S CERTIFICATE FILED FOR RECORD THIS DAY OF , :i992,' AT M., IN BOOK OF , AT PAGE AT THE REQUEST OF APPROVALS SPOKANE COUNTY ENGINEER: EXAMINED AND APPROVED THIS 4 K HERINE F. COGGIN, SPOKANF COUNTY U T I I I T I FS: EXAMINED AND APPROVED THIS / 1171 DAY OF / �1J� , 1993 94 DAY OF 1993 JA9 / D 7 SPOK +E COUNTY ENGINEER RECTOR, 6 -9Z S. No. 22328 DATE COUNTY AUDITOR CO N UTILITIES SPOKANE COUNTY PLANNING DEPARTMENT: EXAMINED AND APPROVED THIS DAY OF 1993 DIRECTOR OF COUNTY PLANNING DEPT. SPOKANE COUNTY TREASURER: I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND BECOME CHARGEABLE AGAINST THE LAND SHOWN WITHIN THIS PLAT HAVE BEEN FULLY PAID ON THIS IIAY OF 1993 SPOKANE COUNTY TREASURER SPOKANE COUNTY ASSESSOR: EXAMINED AND APPROVED THIS DAY OF SPOKANE COUNTY ASSESSOR SPOKANE COUNTY HEALTH DISTRICT: EXAMINED r � APPROVED AND APPROVc. THIS DAY OF , 1993 COUNTY HEALTH DISTRICT, OFFICER SPOKANE COUNTY COMMISSIONERS: THIS PLAT WAS EXAMINED AND APPROVED BY THE COMMISSIONERS OF SPOKANE COUNTY ON THIS DAY OF ,199 CHAIRMAN, COUNTY COMMISSIONERS SURVEYOR'S CERTIFICATE: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNTY SUBDIVISION ORDINANCE. m cn C7 x m m FAT 1)R:IN MEW A CAE. P L OG P,6FZT OF T RNCT t■5 o f P Lh T WE 5`r cNTOnS IRQtCpATE.t7 TRACTS tN TN E- SW ' /4- sEc 35" -1-24 ti R44 SpotL AWE. COL-111/41'1's( V./A St- tttitGTocJ LOG4TE o 17c�utb�E DEPTU OILY •Tb COumi -/ TYPE "6" t/J 1 , 'Tlf 3 METAL ' 1 r''I AA/ 62-ATE • G2 ATE E L.E. JATI Onl 0.3' PreOVE Soo IN ori BO OM.. COUcRei IijL TYPE 1 CURB ofrCA n 6: 14' ST i o„ R- 42d L- In, 1O B" .y =1 i P 4 C. 0 \). 0 "V 1 al C i l l`a I� a to'u„,ot l 1- 7S.sa 1 Z -too 3-wo m.,w, ==,,, `art. d r MIIIMIIIIIMINIIIIM iiiiiiiii ■lillb1111011111111 =NM MEM IIIII ME INMr' ±lam i . _,+VIP *r s MIMI IPPIIIIIII BP7 011111.11111111111M1111111111• M o E NRON OM 11111111111 M �� W �� �■ _� j RTIMi ; _� =- islom i n MEE m . NM OMNI IN 117 11.111.161.11. ruElMommim WM = ..mlI MM MUMaminE=MIMI= 11.1.1.1 ir smoN M EIEM MIIMINEINEN a dffa MIEN M EM EMEMIUMIIMMIEMI ME= Ems mom MU EINEM II —we IT L• 4 n r• 4Th / -•\ 4 too 4 L CIS c..E 1\ 4 D I T t O N \t(A 15 a.S 1r1 4■e. PLAN Pit O c i Le. APP20V. 1 Sag S &i 3 ENsic.G 4 k$SOG 1k/G O41 3=1.1.114 \ c 15 l -k°0(2.0 ay PlAbs PAsvr T e•Se. PLAuS • N\ 0"M. 1 P1GAL 2olao Sgc riorJ DOTI:kit Rost) S'CSTE tA. m W m m co 0 a a m oo 73 m mn1 Cn = m m Fri m 0 t— N r c -1 M 0 m 0 co 0 m KEUFFEL S ESSER A KRATDS Company 48 7042 Made in U.S.A.' PLATE 2, FLAT PLAN - PROFILE 0 0 m w f- 0 0 z z +. ..0 . Q SCALE 1"=50' 10' PUBLIC UTILITY ESM'T G.ustiES rsta`r�� A = 90 E r t M I0 �r` LOT 1 >9 BLOCK 2` I,/ - 12.c7.ao' LOT 2 BLOCKI FOUND SPOKANE COUNTY BRASS CAP AT NW CORNER OF BANNEN/WELLESLEY ELEVATION= 2024.26' S' •PUeLtc.; UTIL,tT`( - EAsEt- 4EtrTS ALONG. e ANMt±w..t oAG EN TRANSITION FROM TYPICAL SECTION H . TO NO CROWN FROM STA. 4+25 TO CC) STA. 4 +82. L o-t CO ExrS^r, DR`f\vt_LL, TOP Poiehoae Co. 51a. T 1 GRAT 2 4.5Io PRGF3 LE 48 7024 (sr in CRUSHED, ROCK TOP COARSE OF 5/8 in. MINUS W . 5 . H .0 . 2? in. '` ASPHALTIC ,CONCRETE CLASS W.S.H. SPEC. ASPHALT CONTENT 5 3/4% to 6 1/4% TYPICAL DRIVEWAY PEE' \.R IKEUFFEL PLATE 1, PLAN- PROFtL E SA i 4 -'t 286/ �/.'1A65o68S' wv� n // / // `/ / v _ / A / '7 //l / J l i if V/ C1ic._/ 9,.9A6.o68 S6/ 6 7P/6.96 , 69 v /l /( / /)^ / 1 i _/ v i OS .,, CP,8000s OW =7 S/ S42 -v 9/I/l 1f tVW9bM , °° =v GeM.7 „ cP,22o* = v 667E =7 GPM =b' /A&ro /6 = v 9% ' G/ 1� f' °XIS/ ® . al' '69068 /V 68 69/ A'far,6S069, / / Q h 15678 B°l L8 VS NG,L 4/5o68S' 1� 5/S' o273 2L £'O/ 6 /7 /S' ,69;15068 60'04/ n n - v / / L, L / / Ri n 1 // Lv!/ ( - I/ 11 �� / v < / / LG /G/ n >? m i- N 7os m m 3 o s aa - < N N m v s m v PC z 0 --1 m to v O 0 m NIMNINIIIIIICIIM /,..,10 ■ ■■ ® ®- O ® ® - ® ® ®S ■ • • ■®® ■® ∎a ®� ® ®� ® ® ® ® � ® ® 7 ® � � ®M a F� a® ®IMF s ==� ®® • ®== = ®=® ®e ®S� ® ® ® ® ®� ®- �� -� . Eu7�illJl�7 ©�E�� -x.71 � e® . o. ®�iH�1� ®O �® ® � - MI=MMIIMMII "11. ■ ® ®a ®�� ® ® �� ® ® ® ® ® ®�s�i i■t ���i � ®moo® as ® �� ®® u' -_ �����' ssi��� ® ®® �� MIIIMIIIIIMIIIIIIII ®■�� ®�■� ®�� r � ®® I i i �� ■��� ® ®® MIME ���_ w�l ■ ■ ®�� ®�o ���I��s�ii ri�i = - ��7[� -�® ■•�■ __ 0 ���■�7s�^ � �®L i M� EMEMMMMM �� � o■� ® - � MINION wis_zAMMENEmmommimmoomm momlimmwromm isommmdammommomm _._... ===— v _____, MIMI∎ � ® ®�® �� _� �� ��� � ��.�.����iil i ® � ►mss ' �' � �° MIIMEMM 11.11.1M wa . .., sm _„, ® ■■■■■■MMEM. - -_- -.. INNINIMININIMMMINENNIIMMINIM mal __,z,_ REIM INNMNIMNIMINIMIININININIMININIINIMEM IIIIMMI•11111•1 • M. �����i iii NNIMMIMININNIMINIErg, . I. MINININ1111•1111■••••1111111■1•111111 Wm __ _ i MIEN 1111111111111111111111111•1111M111111111111111 I MEM. ® ® - ®® - . . i REMMEMMEMMIIMIM ■■■■■== ====== e MINIMUM= =EMMEN' ®— ® ® ® ®® ®m m e , =,:=ME:11.111112■M �I�� � � - r�i ■■■■011111M■•■■==== - ® ® ® ® ®� ® ® -i ® , J ®■ � �� M® ���- 9l�i " aein�CR.��L��ll:! fail . ►3�L�l ��i�.L��S�e��� ®�������� �� ®����o ...iii .. ��.s�����■������c���c����s� -... :...■ r�■ � __ �� _ � ______ _ IMINIIIMMINIUMINIMNIMMIMONIMINNIMININ••••■■•••■•11•Maa NM= MIME MIIIINIMMINIMINININIM••••••••■••••IMMINNINIIMININIMINININ■•■■•••1•1•1111MIMININNMININININIMINNINMIIINININ MINIM MINIONIMIIINIMIININNININIINIIIIIINI IMINNININIMEMIIMINININIIIM NM= MEM NI111•iii• 11111111111111111•11110111111•1111 111•111•111111=11111111•111111111111111111111•111M •11•111111••111111•1 1=111111111 MINIM MINION •11•111111111111111111111•1111•1•1 1111•1•1•11 1•11111•11■1 EMME NM MM. • -- 'v111111111111111/ NMIMIMINI ■�i L - - �� • � IMMNIMMMIMMI ����... �■� � ��=Ci iiD - � 1� ����r � =firi�� ∎.� ■�■� � � ate■ s ' =MN EIIIIIIM MINE s89'S9'q�'� / /B8Z it 11111111111=11111 MINN 111111111M=1111•111•11 ••111■1•111111111111111 MINE mimmummEMM, M"11■1111 = Mm-.11 ® ®•1111•11111 MIEN ® ®� ® ® ■ ■ IMMO •■ NIMIIIINIMMIMINMENNMIUNN MIME • mmis______ .1_11.11m= OI11111111111111 _ -- -welemmummil � ■ ■■■= M ■■■■■■■■■■■■ ■■■■■■■■■■■ � ® ■® ® ® ® ® ® ®∎ ■■ ® ® ® MINN �� MINIM ��� ���+�■� �� �■�•Jr �����_raN ® I���� MIIIILIMMMIMMIIININIIIIII MIIIMINI••■ M INMINUNIIMIMININIMININNINININIIMI MINIM MINN Is..M.�2 �o ®��ME►�W c ����� ∎IMIT 1 . m m . m MMMM= 1'1" =NM P ` ANO lo 4- o l✓ r.:,, JIB 01,11 0 0 CO116 0 - 11 10 4111 tcy. R z 42$ �h 3 + v im 0 CURP� OP�CA o o 0A= 11't0'41" Ay' d R W N� 2�oo o A: 14' S1' 1°" M t • R� 426 N o L " {11. 10 . CVRA) 1}R1 4 0 . )4 10 10' � `' R -3(iz 102.30 f) / 1 it -a o • 5: 2 5 KEUFFEL`& ESSER A KRATOS Company 487042 Made in U.S.A.' 53 � •v 1 �X fr PLATE 2, FLAT PLAN - PROFILE cucLa, p PTA. 1 v-: 3 °3G R : 392 L 2 4, l,°I �2 - - - 42 t - - .°IS 17/ (/ A r - co ✓ t 1 1 5iiS�1'Ji t�t� t.- tN 1 1 o a- oYE. / r `: 1 .J t r,ec s2 ° , eve• aD 0 a. 'mss 11-,75 a:4449E" ofd' Pegsoe - r rpv ,Z G L- etidiP7 0 A C'T6g.C.tAg LOTS -• ' CU/Z/3 To 1 3e, SC-21560 P l V F t M E- C•t-'o oj'l PRIOR i o P iN•/ /ti/ C- *NS D FS .ao it, ce . r- F3 L— PA-t4 APPCLovsr, PLkr tS iY 3 wNSK.r k5Soc 1141e . 041E r- LI•V' { g t.k0fLe 151 b'S 'Mt1 of Pl A. 4 S 'N? %GA1 _ 12,0 pit t . o#J DE r T PIO''4 . cge•Pt 114-( :,'m 4 e e �. vp■ 1 ( ;- ""T° e� - -,etc`4 r--�V A 2 vc, { 4 rt.6r1 41~- :L"'D a Pst.0.4`0 ?24.s 6e +•t-.._ 0 L3 ¢. ® •k - T c_.o.,..) ' - P k & b . ' R ECEIVED FEB 2 81992 SPOKANE COt1NV ENGINEER m ft m == m mm i - - - - - MEMMEMMEMEM!!:=MMEmE ZIMIMMZZIMMMEMMEM MEM MEM. MENEM MEMME ■M =IMMI MIIMMEIM M M. —� - -� r.. C LU CL. u,. 0 0 ia • o..0 z z 2030 . 2025 SCALE 1 " =50' . r•-1 ea° sci' 44.: J 10' PU2LIC UTILITY ESM'T, ICY PUBLIC UTILtT'( ESMT.— ►o' IQ 7 M LOT 1 BLOCK 2` WABASH. LOT 2 BLOCK1 Ar - t - : 2.0= ,' 7.. 3 �•4? BENCH MARK: PAGE ADDIT Gt]iR$ T,A.,'h .Gp 0 mtb - R= 20 T = A ; •3 % . 42' i II 1,,G I 30' cr'� 30' •.tf I / '� 4` r 2 /d / il o CC II 24 t L3L:IC UTI EASEt -4Et 1 - /aLONG Dn ►4L1EN Roar ON FOUND .SPOKANE COUNTY BRASS CAP AT NW CORNER OF BANNEN /WELLESLEY ELEVATIONm 2024.26' U) CD CC 1-1 LLJ Cf) pY L NOTE: MAX 2: MAX 2: 1 1. 45EMENT LIME' Z =' _` TRANSITION FROM TYPICAL SECTION EXIST. < FH TO NO CROWN FROM STA. 4 +25 TO OW & X 0 STA. 4 +82. Z CB • LLJ D ■ < f ; _ L0 cxa pv . 4j REPLACE EXIST. E . PRYLL TOP \'11714 SPoKeAue Co. 5-ro T -PE 1 GRAT RP 24.B0 I 4x ' A ' 'O 0 0 2 go-re-CURL TO C6E S CRIBED i3Y "LEVEL .ME ?NULZT PRtoR. Ta PA. /uJG• SOD TO GRADE IN SWALE F PROPERTY LINE 1 0.5 CENTER LINE (a' i n. CRUSHED ROCK TOP COARSE OF 5/8 i MINUS.W.S.H.D. 2 in. ASPHALTIC CONCRETE CLASS B W.S.H.D SPEC. ASPHALT CONTENT 5 3/4% to 6 1/4% 18' N.T.E. 18' TYPICAL I--?OA D SECTION WABASH AVENUE 0.5' EMMEN NM M EMMEN! II" 111110E1m MEM MENA. mMEMMEMMEM M M EMEM M E M MM . m NEM ommEmmomm MM.. I • M MN MM. MMIMMEMMEM M MEMMEMEMM TYPICAL DRIVEWAY • -r- t- L i .6' S•VIt_} Yx i (A r -- '' 40 ' .4 PE 'MJT . REQL nFi''Eo! NOTIFY Ttik PCR41i :c. +.3l,yt ER 458 3600 *$tL PRIOR 70 Rt.10•r1UO DATE ti aI''YM .. 1P{lOJECT' '.AN WABASH AVENUE PACE ADDITION , SENSKE ''As! ' IATES, ti awl ..£ul;gr " C p / /� _ 4' t rvo or t4 1 �{ �A'ERMoN. 7I (509)534.52472 2020 2030 . r M.,. line.101 iM. EIM I MENUmM = MI s inalignialll t Ell � EM WREN ME MENNE MIUM MIIIIMMIRINNIMINE11•11■11 MINIM W M= 1 =11 - MMINN - , r ®� w■ • g `_ MIME c _ = =�® 0 . _ �®II 11 _ =T =i in E n =lilliNIENOMONNI NM= MINIMIIIIIIIIIMI MIMI MIILTIJIMI NM MEM =Milt 11111=Millid1=1= I= MIIIIIIIIIMMIMMI IINIMMI Ma ME MI= I � = N M -ir =MI = r ■ l ■■e ----- t■ [ ter■ ■ -qp :. III■ i i s■��1 �i p Ii_ e�iei� = mi.— 01=1 El >,����,,,� MS ..g,.............. ..umr•ta EMMINIIIONEIMINNIIIIIIIINENNIN ONIMIIIMI=11 MEMINhila =I. ® �':.� Inn= =MEI IN M IIIIIIRIL MO= EINEM INIIIIIMI MINIM , . IMMEOMMAI IMIIMME111•1111•11■111111=1MMININIMINIMMIIIMMIIIIMININNIMMINIMIN ®® ■. == ®= II ME ®� ®� =� M=M===■1■11111=M=== •••••1•11•MM MENIMMINANNEMI MIN= MIMI MI= ®® ® ®®I= MIME =I allin= ME I I MIERIE • . RIM Lillal =I IIMINNI I� -® ® - eE.N ` fit' NE 'PROF LE MEMEMEMMEMEMEM MEMEMEMEMMEMEN MEM INS MIME ME MIUM =ME M. MEMEMEMME= MEM EMMEMEMEMMEME MEMEMEMEM MEM mEMEMMEM. MEMEL MMEMMEMMEMEMEMI EMMEN.. mEMEM MEM ME ME= MEM. NM MEM MAI eaRMJE5 ,o0.6 ER ei4J \ O t'`qu)E i�L E� . R ~ PROJECT. N4. SCAtE vF8T UATE M CH 86 C1UYB)BY DH.tANC, NO. 1_ DF 1 SHTS r y • CERrlFF pseE PLATE 1 PLAN - PROFILE 48 7024 Made In U.S.A,'. T -\ 22 L..v L,_3 sW °i°" cat"- Q.01 nJ cf. o k it3 LI US Ora ELEvozvfotJ 11J -n. t-- L.ca Ns i J�'� =L 13� TI-1 "lJ Ai/ 0x3N NI_ Loo ZD 1IJS 0_0 a f) 6.. " its LE 1 L2a0 1r) Pi u M (2. NA..) ELL. SW CrYP) ; � - 4''.Gar . 5 .a ESfH'� V- o /L/ / /b/ v/ L %/ y)/y77 // //)/7v/ /// COVE pPR 021992 EICOEER PACE _s A REPLAT OF PART OF TRACT 1.15 OF PLAT No. 4 OF WEST FARMS IRRIGATED TRACTS LOCATED I N THE SW 1/4 OF THE SW 1/4 OF SEC. 35, T. 26N. , R. 44E. , W. M. SPOKANE COUNTY, WASHINGTON / /3 /f 'J/ /7 /u/) - /109.68 4, 97s /S; 50D SQ, FI /Y89 °59',38 "14 / /4, 54D 6d / " - 21::/°45/55" L =13.78 4 /58.9/ 0= 5°49'57" C =6221) 4. /7°/7'33' n89 °59'35" !L✓ L /50/ 2. t) I k I /4814 r G &.9 RIM) v 6=/8.88 \ 4 =PD/ /5" - /7s t.7 '° r= Arm �,�� 0 -'Y'/ �9 " / S'-'e60) ,f A 233 s ?F7 L./6.16 - 0, ll %Y 89 °51 5/0.99 C= 7987 T-40,, 2 P-6 °36 55 D %D" C =3/70 0= 7t1'/5"C=4750 0=53 °23%7" ZO.X 4.17 °370/" ,J=46 °3/'¢3" i &,L0 L-/604 ,"//I_c ►/ l/ /'/ )/ ) / D-/ °5164" 4-J /- ADHT &If . ¢ ' 6 /x¢24 sG'. /T D =9/ °3,..;'' /, q= / G- /.99 L -601&1 SB9V / %7 "h/ 55 C =7i 92 Saa F. 1 4//� (, /VC. L=79.96 T=140 0/ // / ) C.L 4 il! G /�YED� T/4. / /.S 1 70. z8 ON 4: 0 35 1 55" L ://./8 6658 , I 458Z D "' 4=0°37'44 ,. G =//18 3 1, 7d,/5 D/Y9 /4//9C _ E///7f/Y7 59°.59'16 "e /48.82 G =70.69 J=1- 2 /41/6"1/6- s 7027 Z5, 1 Ni h C. / #89 °5 " t41 r' -197. 3 R&D 1.19ZA/ID A07e -: 11 1EOP /VYT 1Y/RM/ Z'L' SJBP /1 /S /dl',. 9GG WfDf A7 TAE �GY//fEAVY13,4r //EAYAT/O/YAG ,799 /40/34/Yee - n{'rYA/'/ MD 7H SPDIitECi ,'Z 9 Zde.0iDGYA/YL�EPUrr S a 2 mPFaQ7y w/I/7A' 2//S sUBll/Y/3 /avAir Al/ 16POF PDJ5/8/ - 17401g G)4R WAS 2 t � l'z f ' 15 7 ,1/1 yA A7.47P NL /RI/We: TA /,5 1419M/YG s/GiGG 2"C4/1;T /ED iraa/LYD EYEXY ATP AVM' TD Ti LV /T DIVARSI/ /PDf. ' /VC /9 P/VPEX7T !s'/ /iv ' T ff A# //x A 1.0Z9RD. Mc5 eD/D /77M' /MPPG /a " 7l)Dr4/YelYYM 03, Oro /1/ZNAYS /2/0 /34/11 4091 67? �m0/YT/ES/7e ACe.e3,5 DEDICATION KNOW ALL MEN BY THESE PRESENTS, THAT MARLENE V. BONENKO, INDIVIDUALLY AND AS THE PERSONAL REPRESENTATIVE FOR THE ESTATE OF LLOYD L. BONENKO, AND JOHN E. F !SHER AS THE PRESIDENT OF LYNEIA, INC., HAVE CAUSED TO BE PLATTED INTO LOTS, BLOCKS AND STREETS, THE LAND SHOWN HEREON,TO BE KNOWN AS PACE IST ADDITION,AND BEING DESCRIBED AS FOLLOWS: THE EAST 200 FEET OF THE WEST 480.80 FEET OF THE NORTH HALF OF TRACT ii5 OF PLAT NO.4 OF WEST FARMS IRRIGATED TRACTS, AS PER PLAT THEREOF RECORDED IN VOLUME "O" OF PLATS, PAGE 51; AND THE EAST 480.80 FEET OF THE NORTH HALF OF TRACT 115 OF PLAT NO.4 OF WEST FARMS IRRIGATED TRACTS, AS PER PLAT THEREOF RECORDED I N VOLUME '0" OF PLATS, PAGE 51; EXCEPT THAT PORTION LYING WITHIN PACE ADDITION, AS PER PLAT THEREOF RECORDED IN VOLUME i8 OF PLATS, PAGE 8; SITUATED IN THE COUNTY OF SPOKANE, STATE OF WASHINGTON. THEY DO HEREBY DEDICATE TO PUBLIC USE FOREVER THE ROADS SHOWN WITHIN THIS PLAT. AN INDIVIDUAL DRIVEWAY ACCESS PERMIT, FOR THE DRIVEWAY APPROACH TO THE COUNTY ROAD SYSTEM, IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. THE APPROACH SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN ON FILE IN THE COUNTY ENGINEERS OFFICE. NO MORE THAN ONE DWELLING UNIT MAY BE PLACED ON ANY ONE LOT, NOR SHALL ANY LOT BE FURTHER SUBDIVIDED FOR THE PURPOSE OF CREATING ADDITIONAL LOTS OR BUILDING SITES WITHOUT FILING A. REPLAT. NO DUPLEXES WILL BE ALLOWED ON ANY LOT WITHIN THIS SUBDIVISION. THE KEEPING OF ANIMALS, OTHER THAN HOUSEHOLD PETS, IS PROHIBITED ON LOTS WITHIN THIS SUBDIVISION. NO MANUFACTURED HOMES ARE PERMITTED ON ANY LOT WITHIN THIS SUBDIVISION. SUBJECT TO SPECIFIC APPLICATION APPROVAL AND ISSUANCE OF PERMITS BY THE HEALTH OFFICER.EACH TRACT IS AUTHORIZED THE USE OF AN INDIVIDUAL ON -SITE SEWAGE COLLECTION SYSTEM. EACH DWELLING UNIT SHALL BE DOUBLE PLUMBED FOR CONNECTION TO FUTURE AREA WIDE SEWER COLLECTION SYSTEM. THE 10 FOOT WIDE DRAINAGE EASEMENTS SHOWN HEREON, FOR THE PURPOSE OF INSTALLING, OPERATING AND MAINTAINING DRAINAGE SWALES AND DRAINAGE FACILITIES TO DISPOSE OF RUNOFF, IS HEREBY GRANTED. THE COUNTY OF SPOKANE IS HEREBY GRANTED THE RIGHT -OF INGRESS AND EGRESS TO ALL DRAINAGE EASEMENTS ADJACENT TO THE PUBLIC RIGHTS -OF- WAY. THE PROPERTY OWNER SHALL MAINTAIN THE DRAINAGE SWALE WITH A PERMANENT LIVE COVEH OF LAWN TURF, WITH OPTIONAL SHRUBBERY AND /OR TREES, WHICH DO NOT OBSTRUCT THE FLOW AND PERCOLATION OF STORM DRAINAGE WATER IN THE DRAINAGE SWALE AS INDICATED BY THE GRADE OF ADJACENT STREETS. THE USE OF PRIVATE WELLS AND WATER SYSTEMS IS PROHIBITED. THE PUBLIC WATER SYSTEM AS APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES AND THE LOCAL FIRE DISTRICT AND PURVEYOR WILL BE INSTALLED WITHIN THIS PLAT, AND THE SUBDIVIDER WILL PROVIDE FOR INDIVIDUAL DOMESTIC WATER SERVICE AS WELL AS FIRE PROTECTION TO EACH LOT PRIOR TO SALE OF EACH LOT. THE OWNERS, OR SUCCESSORS IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO PLACE THEIR NAMES ON A PETITION FOR THE FORMATION OF A U.L. I . D. BY PETITION METHOD PURSUANT TO RCW CHAPTER 36.94 WHICH THE PETITION INCLUDES THE OWNERS' PROPERTY AND FURTHER NOT TO OBJECT BY THE SIGNING OF A PROTEST PETITION AGAINST THE FORMATION OF A U. L. 1. D. BY RESOLUTION METHOD PURSUANT TO RCW CHAPTER 36. 94 WHICH INCLUDES THE OWNERS'PROPERTY. PROVIDED,THIS CONDITION SHALL NOT PROHIBIT THE OWNERS OR SUCCESSORS FROM OBJECTION TO ANY ASSESSMENTS ON THE PROPERTY AS A RESULT OF IMPROVEMENTS CALLED FOR I N CONJUNCTION WITH THE FORMATION OF A U.L. I . D. BY EITHER PETITION OR RESOLUTION METHOD UNDER RCW CHAPTER 36.94. SEEFLODD ,Y,9, 9RD 1107b IN WITNESS WHEREOF THE AFORESAID OWNERS HAVE HEREUNTO SET THEIR HAND. MARLENE V. BONENKO, INDIVIDUALLY AND AS THE PERSONAL REPRESENTATIVE OF THE ESTATE OF LLOYD L.BONENKO ACKNOWLEDGEMENTS STATE OF WASHINGTON) COUNTY OF SPOKANE ) SS ON THIS DAY OF 1992, BEFORE ME PERSONALLY APPEARED MARLENE V. BONENKO, INDIVIDUALLY AND AS THE PERSONAL REPRESENTATIVE OF THE ESTATE OF LLOYD L.BONENKO,KNOWN TO ME TO BE THE INDIVIDUAL THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT OF SAID INDIVIDUAL FOR THE USES AND PURPOSES THEREIN MENTIONED. I N WITNESS WHEREOF, i HAVE HEREUNTO SET DIY HAND AND AFFIXED MY SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. STATE OF WASHINGTON) COUNTY OF SPOKANE ) SS RESIDING AT: NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT: ON THIS DAY OF 1992, BEFORE ME PERSONALLY APPEARED JOHN E. FISHER KNOWN TO ME TO BE THE PRESIDENT OF THE CORPORATION, LYNEIA, INC., THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT FOR THE CORPORATION. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON JOHN E. FISHER, PRESIDENT, LYNEIA, INC. . APPROVALS SPOKANE COUNTY ENGINEER: EXAMINED AND APPROVED THIS DAY OF ,1992. SPOKANE COUNTY UTILITIES: EXAMINED AND APPROVED THIS DAY OF ,1992. SPOKANE COUNTY PLANNING DEPARTMENT: EXAMINED AND APPROVED THIS DAY OF SPOKANE COUNTY ENGINEER DIRECTOR, COUNTY UTILITIES , 1992. COUNTY PLANNING DEPT. DIRECTOR SPOKANE COUNTY TREASURER: I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND BECOME CHARGEABLE AGAINST THE LAND SHOWN WITHIN THIS PLAT HAVE BEEN FULLY PAID ON THIS . DAY OF .1992. SPOKANE COUNTY ASSESSOR: EXAMINED AND APPROVED THIS DAY OF ,1992. SPOKANE COUNTY ASSESSOR SPOKANE COUNTY HEALTH DISTRICT: EXAMINED AND APPROVED THIS DAY OF ,1992. COUNTY HEALTH DISTRICT, OFFICER SPOKANE COUNTY COMMISSIONERS: THIS PLAT WAS EXAMINED AND APPROVED BY THE COMMISSIONERS OF SPOKANE COUNTY ON THIS DAY OF ,1992. CHAIRMAN, COUNTY COMMISSIONERS SURVEYOR'S CERTIFICATE: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNTY SUBDIVISION ORDINANCE. fR/1/6- //V, / ,G Ab. 02328 DATE /-) /T „n I :7 :4/ �i ll� GV6/)b /)C /V // ) /) / L ya. / /'— 9 /)T Gl� /%7/ / SCALE: / "= 5D' ,,e589°5/'/7 "14/ 5 //. 67 a" 4B/CA' 7 OF 7X //� 0 e,5 £7 /Q7 /50 0 f0/0 %a' Q9R 11//7f/ CAP C.S No. /6198 T `Oqq PMT Of Nee APP/7/01/ A1W61/(57 /991 0 SST %2 "/EBA/T14071/C,9PL,S /Yo./6907 n///7 // /n/ i,r /G /)/ /&iv T/ / 7C� / / /v 59S /S L .609/7/4 MD SURVEY 60471IDG ?/. T Df PACEADD /T /M' //107nYar U D kg A 7Y / 61173 4 7 DF"70/1 77/7 GGC9T/ 4 1i 1$ /7&.P v/ - c: c. /7 /7889 s: c /58.7/ A REPLAT OF PART OF TRACT 1.1.5 OF PLAT No. 4 OF WEST FARMS IRRIGATED TRACTS LOCATED IN THE 1 1 SW OF THE SW 1 4 OF SEC. / SE . 35, T. 26N. R. 44E. , W. M. SPOKANE COUNTY, WASH ON /0; SQ FT /Y89 °59 "14/ /19.68 /4,42/ (WIT /Y89 /65.20 /<k (V FT. /7¢d8 4= / °/¢'36" L =944 iciriw. MEOW D Z5 522 /07 • fa2/!D Y "/,23 Y/ aia G,S. No. /6/98 T `DR PLAT OF PAeEADD /T /D/Y Y /s/I&D AVG/157; /99/ O 72"103/9/? W /77/ C,91 G,S 4 /00? li7 17- , .!=79.g7� -. -- D T$e,O D 9/ °38'D/" 1.=3/.99 `?D =b°2Z'43_ — lag .a t 4- °35' &9" �. G =7o�58 D= x°4810" G =3/,70 Ezra B • /Y 89 °,5 :0 '6 5/0.99 /08,63 ,5 39°5/%7 "lY Q9s /(5 eA.i4 //6 M. illn/CY C447 RAY R...97 9F PAOADD /T/M' p =1-°23'/8" A- /04¢08 ABA$/7 /!!/ A/8 o - == T J59 °59'?6"E /4582 JD°08Q3'E 0.,50 /06.W 589 °5/'/7"l►/ f//.1o7 S G/il/EX /2 70. Z5 70,/5 70, /& L. ▪ 7D. 07 #89 °59'16'711 /70. &' 6)11ea° 11t ■ ',024 S3( (."rrb .) KNOW ALL MEN BY THESE PRESENTS, THAT BD`JENKO,' • INDIVIDUALLY ANU AS THE`:PERSONti? RFPRF`FNTAT)VE FOR THE ESTATE OF LLOYD 1 BUNFNKU AND' JOHN 1 F';1 i k AS THE PRE` `l'� i �F Y�IF i A, ' N�. , HAVE A!JSEC TO BF *! ATTE 1 INTu '.OT`', Bl OCK F. t C T r?C THE i_ANL1 SHOWN HEREON,' TO PF tNUWN ' t A'c i `'T ' ADC I -' L',, ri',h t?F ! ^'; DE"C:R ! BFC AS_FOHDWS: THE FAST 200 FEET OF THE WEST 480. 80 FEET Jr ; yr. NORTH HALF J'= TRACT i1.5 OF PLAT NO. 4 OF WEST FARMS IRRICA EL, `RAPT` AS PER 01 AT THEREOF RECORDED IN VOLUME "0" OF PLATS, PAGE 51; AND THF FAST 480.80 FEFT OF THE NORTH HALF JF 1HACT 11D OF PLAT NO. 4 OF WEST FARMS IRRIGATED TRACTS, AS PFR PLAT THEREOF RECORDED I N .VOLUME fl On ' OF PLATS, PAGE 51; EXCEPT THAT PORTION LYING WITHIN PACE ADDITION, AS PFR PLAT THEREOF RECORDED IN VOLUME 18 OF PLATS, PAGE 8; SITUATED IN THE COUNTY OF SPOKANE, STATE OF WASHINGTON. THEY DO HEREBY DEDICATE TO PUBLIC USE FOREVEII THE RDADS SHOWN WITHIN THIS PLAT. AN INDIVIDUAL DRIVEWAY 'ACCESS PERMIT, FOR THE DRIVEWAY APPROACH TO THE COUNTY ROAD SYSTEM, IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. THE APPROACH SHALL. BF CONSTRUCTED IN ACCORDANCE. WITH THE APPROVED PLAN ON FILE IN THE COUNTY ENGINEERS OFFICE. • NO MORE THAN ONE DWELLING UNIT MAY BE PLACED ON ANY ONE'°LOT NOR SHALL ANY LOT BE FURTHER SUBDIVIDED FOR THE PURPOSE OF CREATING ADDITIONAL LOTS OR` BUILDING 'SITES WITHOUT FILING 'A REPEAT. NO DUPLEXES WILL BE ALLOWED ON ANY LOT WITHIN THIS SUBDIVISION. THE KEEPING or ANIMALS,; OTHER THAN HOUSEHOLD PETS, I PROHIBITED CAN I OTS W I T H I N T H I S S U B D I V I S I O N . NO MANUFACTURED HOMES ARF PERMITTED ON ANY LOT' WITHIN THIS SUBDIVISION. SUBJECT TO SPECIFIC APPLICATION APPROVAL AND ISSUANCE OF TERMITE BY THE HEALTH OFFICER. EACH TRACT IS AUTHORIZED THE USE OF AN INDIVIDUAL ON -SITE SEWAGE COLLECTION ,YTFM. EACH DWELLING UNIT SHALL BE DOUBLE PLUMBED ,FOR CONNECTION TO FUTURE AREA WIDE `?EWER 'COLLECTION SYSTEM. THE 10 FOOT WIDE DRAINAGE EASEMENTS i SHOWN HEREON, FOR THE PURPOSE OF INSTALLING, OPERATING AND MAINTAINING DRAINAGE SWAL:E'S AND DRAINAGE FACILITIES TO DISPOSE OF NUNOFF, IS HEREBY GRANTED. THE COUNTY OF SPOKANE I` HEREBY GRANTED THE RIGHT OF , INGRESS AND EGRESS TO ALL DRAINAGE EASEMENTS ADJACENT TO THF PUBLIC RIGHTS -OF- WAY. THE PROPERTY ' OWNFR mAINTAIN THE - CR A I NA!;F SWAI F WITH A PFRMANENT ! I7E GOV!=.H U1= !AWN TURF, WITH i.`i'TFLIN '. SHRUBBERY 'ANL';'R TREES, WHICH UC NuT OBSTRUCT THE Flow AND PFHcoLAT I ON JF -GTOHM DRAINAGE WATER IN THE DRAINAGE SWALE'AS INDICATED BY THE GRADE OF ADJACENT ,STREETS. THE ! SF OF PRIVATE WELLS S ANC WATER ' I S PRDH I B I TED. THE pub', H7 WATER SYSTEM AS APPROVED BY COUNTY AND' STATE HEALTH AUTHORITIES AND THE IOCAI FIRE DISTRICT ANL PURVEYOR WII.L I NSTAI I FD WITHIN THIS PI AT, AND THE S U B D I V I D E H W I L L ''PROVIDE' FOR INDIVIDUAL. DOMESTIC WATER SERVICE AS WEI.I_'AS FIRE PROTECTION TO EACH LOT PRIOR TO SALE OF EACH LOT. THE OWNERS, OR SUCCESSORS IN iNTEHEST ' AGREE TO AUTHORIZE THE COUNTY TO PLACE THEIR :NAMES ON A PETITION FOR THE FORMATION OF A U. l. 1.0. BY P E T I T I O N METHOD PURSUANT TO RCW CHAPTER 36.94 WHICH THE PETITION 'INCLUDES THE OWNERS' PROPERTY AND FURTHER NOT TO OBJECT BY THE SIGNING OF A PROTEST PFTITIft'AAINST THF FORMATION OF i' ;J. i . I . u. HY RESOLUTION METHOD (=:JRSUAIJT TO HCW CHAP1 EH 38 . 9 4 WHICH I NCI JSFS THE OWNERS' HROH HTY. I HOV 1 DF( THIS CONDITION SHALL Not PROHIBIT THE OWNERS OH SUCCESSORS FhUM IBJE%TION TO ANY ASSESSMENTS UN THE PROPERTY AS A RESULT DE IMPROVEMENTS CALLED FOR I N CONJUNCTION WITH THE FORMATION `Or A U.L. I . D BY EITHER P E T I T I O N OR RESOLUTION METHOD LINDER RCW CHAPTER 36.94. r W 1 TNF. _ WHEREOF THF AF AID OWMiFRS HAVE HEREUNTO SET THEIR HAND.. STATE OF 'WASHINGTON) l SS COUNTY OF SPOKANE ) MARL ENE V. BONENKO, INDIVIDUALLY AND AS THE PERSONAL REPRESENTATIVE OF THE ESTATE OF LLOYD L.BONENKO 1 N W' T' ESS WHEREOF, • hAV htHEUN U Jt SEAL THE DAY AND YEAR LAST ABOVE rIR ' ' EN: NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT: NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT: JOHN M. FISHER, PRESIDENT, LYNEIA, INC. ON THIS DAY OF #992, BEFORE ME PFRSQNALL`' APPEARED MARLENE V. BONENKO, INIIVIDUALLY ANG A THFP ERSONA_: REPRESENTATIVE OF THE ESTATE OF LLOYD L. BONENKO, KNOWN TO' ~1E TO BE THE INDIVIDUAL _THAT EXECUTED THE WITHIN AND FOREGOING ,INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT`' O BE THE FREE AND VOLUNTARY ACT OF SAID INDIVIDUAL FOR THE USES AND PURPOSES. THEREIN MENTIONED. STATE OF WASHINGTON) ) SS COUNTY OF SPOKANE ) ON THIS DAY OF 1992,BEFORE ME PERSONALLY APPEARED JOHN M. FISHER KNOWN TO ME TO BE THE PRESIDENT OF THE CORPORATION, LYNEIA, INC., THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT FOR THE CORPORATION. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. SPOKANE COUNTY ENGINEER: EXAMINED AND APPROVED THIS DAY OF ,1992, SPOKANE COUNTY UTILITIES EXAMINED AND APPROVED THIS DAY OF ,i992_ SPOKANE COUNTY PLANNING DEPARTMENT: EXAMINED AND APPROVED THIS DAY OF ,1992. SPOKANE COUNTY TREASURER: I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND BECOME CHARGEABLE AGAINST THE LAND SHOWN WITHIN THIS PLAT HAVE BEEN FULLY PAID ON THIS DAY OF 1992. SPOKANE COUNTY ASSESSOR: EXAMINED AND APPROVED THIS DAY OF ,1992, SPOKANE COUNTY HEALTH DISTRICT: EXAMINED AND APPROVED THIS SPOKANE COUNTY COMMISSIONERS: THIS PLAT WAS EXAMINED AND APPROVED SPOKANE COUNTY ON THIS DAY OF JOHN M. FISHER, P. L. S. No. 16907 DATE DIRECTOR, COUNTY UTILITIES COUNTY PLANNING DEPT. DIRECTOR COUNTY HEALTH DISTRICT, OFFICER BY THE COMMISSIONERS OF , 1992. CHAIRMAN, COUNTY COMMISSIONERS S U R V E Y O R ' S C E R T I F I C A T E : THIS MAP` CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNTY SUBDIVISION ORDINANCE. III MENNEN= 1111"EIMISMS MENEM M M IMENNENTaammi EMEMPM.ORREMENNIEIMME V E=M11•11 MEM - - MEM MEM MINIM MINN MEM =IONE M•111111•1 MINIM I I = R MOM 11•1111111111MINMIN MINN ILE II ��C���ir�► ���e! / - ,'3�® a -�s � - T IMill � g [S3ly© ! �� .r�tril; Q���c� �ila �!!� nom! , ®sir . • er, pp C �i ©ri����wc� w! li . � .1i w M111111•111.11111111 WINNE MINIM EMEEMMEM1111 meramBEMNIENIIMINEMIIMIE 11115 ONIMUNIIIIINWINIMmonSmk.411/•ffiglitx M =IIIM IIMI■..ensiummgrAmm.: - .:;■mbwomoniorasom amminimmoftemmr us �� u ®® ��I n� �( z'.r� �= f mommiwommil••■= amoNIMEENImpammummo Noloomoimmo 51=1 MIIINNEMINNUNI R IE W t i ll ME 1�1 � a KU MMIMZEIMMIMIMIEM r o F Q :► 1720 O Z IM MELEE= ME 111 IIIMENEMEIMIN ��aTT : TrT�::i EMI T>' Cf . - ` . �� ��WA� wo ■�iii �i �■i ' �r M � © c��w� �w ! te Imam r.■ mg NM.. INEE11 gy m- mk+ min malEil_SINE 11.111•11 El m L 1111111= molajmn liami MM I LAmpereffffirl imum t7O Ai• ' -._. _ 'Aq w MEU E M M I RI i EIMENIKE.... 6 ....-m m inus = sp rm ens- ___=====.== = I = =.....mmaratvanwm== rum = • IM IIIIMI1111111111111111111111 IM111•1111111111•11111 NEM 1r� MEni imionworniromorami ======= iiES!�J" ■i �ic• • • agr� - _� s® ����NENNE Akj= ziMM=Nommumm � Rig raN 1 A t .E P L.AC OG PIRT O F T RP.CT lt5 o f P Lh. WE. 5 ARr•�5 IRIZ%GATE -t� TRACT La«.TE i114 TNE- ' w'�¢ SR 3S T24N R44 SpoRAt44E CO1 r'(,WASI- -kttitcTot-4 ST 9 .. d-f- 7'. Z 1 [ .�,� � G.. NOTE 0 1�outbLE DEP DELYh1E ST i j D Co r'i TYP , W 1 u, - 3 M e L '{r e2•A r+I tL /.ENO b eta re G2 F) - ('E E Le.JATaor.) PtovE! 50D IN VC D , o - ro J ■ p CoxtCR,STi; 11JLET TYPE 1 4+00 YCMP t�2/kC? K CL)L DE 5 - C, S EE ST S- 5 ' r , 0 4 o . 00 0 ° . ua 3 Oe? i q \ • 67' C u 2P, ()Ala x Q= (r 35 r 3 o 2 ",s : -r i \ 0 A M 9/�, • (9/ \ te : : 43.1 � ti p• 1,D D h . � ORES OATA 47 =G ° 2243 "( 1 , Q- o " = 553 . t5 �` M l._ (. 56 c1/44) c1/44) IA •k ''' \r\ • t 6 Cvrt6 DAT Z d 90° 4e' r/ ti Q � • J--- 42.7Q' + o c : , ' CU eA :0: A - :f4 ' S 1' I o" R - 2'G0 L- 1.10 • C o tQ, p?9, 1 q L1= 4 ° Z3 tti' - ' ( R =' (02. . •2I� t, 1...= 78.5 Ic i d' pi, 0,0 c C u .b n a'7 3O - t '-' - .30 t. .1 _ ¢° 2 3 ' /d" /9 =i /09/. v2 0 v 0 0 .2 I CN 1. i qa mi •/, 4 5 - 1 KEUFFEL & ESSER A KRATOS'Campany • �5 25 c Q oy el e o 0 \�tI 1 OO J89 B. , /�BZ o M ��2 h ry X1 111 7 11 '-`T� L Ii1 ! L w L as �� �• �' �� -- - I 1 (P� s')'r c oott l Ot < e I r S 3° 37' 4v_ e,./ ;01-- to CMP ' rNt L ► v -1 s'V -. - ' ti e c s� - - 0 N PLATE 2, FLAT PLAN - PROFILE / OWA/Eo /3y C 1JllT`( °-' To 3k VACA Eo l ' (1 '- 1' / - \ COCL90 1 6 -= 3 °3.'43" o _ L - Li , t, 9 i 4- a 1 - h C. u 17 .-(N O "rA r•• CZ = 4 2 L = Z (..°I Si ! n 1 - , 1 ^ / r- L- r1 r't1 t21� ate-° O too 0o 'X A n! 5 L) 3 DI. JlS totJ v L�� X V 0 / P ■ 1cL 0.0 u 1 r t 1 ot,JK)E) Cou►J1 - t 0 ( of Ac- ctle-s) 1 cr ' t� ' .. ` / i n N r • 1 ,- ( 1 v / J D4 1 vs/ O 1`S k (N 1 { , L. L. C : 54"3 . cPert S ` ,rt,t oe�c S 10TH== - C e.//Z/3' To , 3c SCR t 6 E... SCALE 1-{02 VFRT 1 "= D q - 71..1 r" C r3 C, fZa.. E.. PRIOR go V' 4 t-E- M Q D t T L o N W ts, b a..51r1 A.N f.. k? 1. A• t) 4 P4.19 c I t .rlc' . Afieczovt-, t7LP Sis 61 NSIGC itsSoc Ii4/6 D4TE S -LI -V6 I\- rr..CvkaA IS t -tteR. bS 1''Attt1 d$ These, PL..A.t5 • N D YE Tit ? c :A 2o>ao Sec I DETA..■%__ 02t+. E� A } = • 9(,3,113)(•09.08) CI 1 0, 116 . 7 CFA < 5., -- - (•0© 10 4) +k- &5 o is 0.5H 7.s( P A. E QZ_ 9. .9( 18)(,c Cpz 1 c . 20 (06 CPS abb , ) j C �0.3233 0, 01,8 - v y As 5y 0 2y -0(3 4..1 Z vz 2 4. s bD 1TION �. • 1.? - U t Z MAR 0 91992 / r MANE E cv ENGINEER 0 -1 GO 0 0 0 7C > > --1 0 7° - m A " O N N r m x m m O r- N 0 9 � M om m 0 m m m 0 1) <> m r- 0 m 0 1 m 48 7042 Made in U.S.A. )70 gqaTri 9 L EU6ENE F. /rt SI�ER, . N 34r2. }< D 01 RD 0 - n 5 0 RL,14 11RD3 WA, q q 0 21 So q 4 12:7- 0120 - 7 - 9 1 . t2>?v 1:20 .6.1/4t) S S s. i n w A-e (/�� -pa ri- NO08 310N . IA miNIIMIMIIIIIIMI61 - -_ MEIN - MIME =111111•1 a � MIMI ... MIMI= iw ammemisiim OSMINIIIMINIIMMINIIIIIMp - _w IiiiiiMM IIIIMMIIIIIMIIII � M ..!=t,,m6;,',=1,,,,,,,,,-„„,-. ,. ��J�ti' MIMI IFIREMLIMILIM f� 7t2 ! � - � 1 .r:_ ff I ZM I LINIIINIMMINN M 7 N 'Y' )• `� •ice 11.11 = '- MINE - 0 2 MM.. • - L , - , - u _ __ - ' ,A" f' ,,-- ,.x M1111111111011111•• , sa _._ ®1111111= IMIFTA i�iii'a IIMINIIIIIIIIIMIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIII �■_ MINI - �® ® MIMI ® COMIIMIII 111•11111111 ® �� - _'1.IIM■w- �! .Pliiitf MI- X17 !/Jrl �= sw■IIIIIIIIII!PAr.�r» --�.. '7 �! :n2'i MINE :- II , PIM= t4 •1111■111• � :907110 • - - = I• 1 MIMI =MN • 1111111•111111111M1111111 11•11111111111■11111=11111111111 ® ���� ■EMI r -����� .I•111111111 aI I - Sri 01111111 ■IIIIIIIII■ +te r .1111 l■ IMMMII MIIIIIIIMIIIIIIIMIIIIIIIIIMII =1=111■1•11•111111111=11111111101111•11 MEM NMI. MIN= MN MINI= III MENNEN= 1111"EIMISMS MENEM M M IMENNENTaammi EMEMPM.ORREMENNIEIMME V E=M11•11 MEM - - MEM MEM MINIM MINN MEM =IONE M•111111•1 MINIM I I = R MOM 11•1111111111MINMIN MINN ILE II ��C���ir�► ���e! / - ,'3�® a -�s � - T IMill � g [S3ly© ! �� .r�tril; Q���c� �ila �!!� nom! , ®sir . • er, pp C �i ©ri����wc� w! li . � .1i w M111111•111.11111111 WINNE MINIM EMEEMMEM1111 meramBEMNIENIIMINEMIIMIE 11115 ONIMUNIIIIINWINIMmonSmk.411/•ffiglitx M =IIIM IIMI■..ensiummgrAmm.: - .:;■mbwomoniorasom amminimmoftemmr us �� u ®® ��I n� �( z'.r� �= f mommiwommil••■= amoNIMEENImpammummo Noloomoimmo 51=1 MIIINNEMINNUNI R IE W t i ll ME 1�1 � a KU MMIMZEIMMIMIMIEM r o F Q :► 1720 O Z IM MELEE= ME 111 IIIMENEMEIMIN ��aTT : TrT�::i EMI T>' Cf . - ` . �� ��WA� wo ■�iii �i �■i ' �r M � © c��w� �w ! te Imam r.■ mg NM.. INEE11 gy m- mk+ min malEil_SINE 11.111•11 El m L 1111111= molajmn liami MM I LAmpereffffirl imum t7O Ai• ' -._. _ 'Aq w MEU E M M I RI i EIMENIKE.... 6 ....-m m inus = sp rm ens- ___=====.== = I = =.....mmaratvanwm== rum = • IM IIIIMI1111111111111111111111 IM111•1111111111•11111 NEM 1r� MEni imionworniromorami ======= iiES!�J" ■i �ic• • • agr� - _� s® ����NENNE Akj= ziMM=Nommumm � Rig raN 1 A t .E P L.AC OG PIRT O F T RP.CT lt5 o f P Lh. WE. 5 ARr•�5 IRIZ%GATE -t� TRACT La«.TE i114 TNE- ' w'�¢ SR 3S T24N R44 SpoRAt44E CO1 r'(,WASI- -kttitcTot-4 ST 9 .. d-f- 7'. Z 1 [ .�,� � G.. NOTE 0 1�outbLE DEP DELYh1E ST i j D Co r'i TYP , W 1 u, - 3 M e L '{r e2•A r+I tL /.ENO b eta re G2 F) - ('E E Le.JATaor.) PtovE! 50D IN VC D , o - ro J ■ p CoxtCR,STi; 11JLET TYPE 1 4+00 YCMP t�2/kC? K CL)L DE 5 - C, S EE ST S- 5 ' r , 0 4 o . 00 0 ° . ua 3 Oe? i q \ • 67' C u 2P, ()Ala x Q= (r 35 r 3 o 2 ",s : -r i \ 0 A M 9/�, • (9/ \ te : : 43.1 � ti p• 1,D D h . � ORES OATA 47 =G ° 2243 "( 1 , Q- o " = 553 . t5 �` M l._ (. 56 c1/44) c1/44) IA •k ''' \r\ • t 6 Cvrt6 DAT Z d 90° 4e' r/ ti Q � • J--- 42.7Q' + o c : , ' CU eA :0: A - :f4 ' S 1' I o" R - 2'G0 L- 1.10 • C o tQ, p?9, 1 q L1= 4 ° Z3 tti' - ' ( R =' (02. . •2I� t, 1...= 78.5 Ic i d' pi, 0,0 c C u .b n a'7 3O - t '-' - .30 t. .1 _ ¢° 2 3 ' /d" /9 =i /09/. v2 0 v 0 0 .2 I CN 1. i qa mi •/, 4 5 - 1 KEUFFEL & ESSER A KRATOS'Campany • �5 25 c Q oy el e o 0 \�tI 1 OO J89 B. , /�BZ o M ��2 h ry X1 111 7 11 '-`T� L Ii1 ! L w L as �� �• �' �� -- - I 1 (P� s')'r c oott l Ot < e I r S 3° 37' 4v_ e,./ ;01-- to CMP ' rNt L ► v -1 s'V -. - ' ti e c s� - - 0 N PLATE 2, FLAT PLAN - PROFILE / OWA/Eo /3y C 1JllT`( °-' To 3k VACA Eo l ' (1 '- 1' / - \ COCL90 1 6 -= 3 °3.'43" o _ L - Li , t, 9 i 4- a 1 - h C. u 17 .-(N O "rA r•• CZ = 4 2 L = Z (..°I Si ! n 1 - , 1 ^ / r- L- r1 r't1 t21� ate-° O too 0o 'X A n! 5 L) 3 DI. JlS totJ v L�� X V 0 / P ■ 1cL 0.0 u 1 r t 1 ot,JK)E) Cou►J1 - t 0 ( of Ac- ctle-s) 1 cr ' t� ' .. ` / i n N r • 1 ,- ( 1 v / J D4 1 vs/ O 1`S k (N 1 { , L. L. C : 54"3 . cPert S ` ,rt,t oe�c S 10TH== - C e.//Z/3' To , 3c SCR t 6 E... SCALE 1-{02 VFRT 1 "= D q - 71..1 r" C r3 C, fZa.. E.. PRIOR go V' 4 t-E- M Q D t T L o N W ts, b a..51r1 A.N f.. k? 1. A• t) 4 P4.19 c I t .rlc' . Afieczovt-, t7LP Sis 61 NSIGC itsSoc Ii4/6 D4TE S -LI -V6 I\- rr..CvkaA IS t -tteR. bS 1''Attt1 d$ These, PL..A.t5 • N D YE Tit ? c :A 2o>ao Sec I DETA..■%__ 02t+. E� A } = • 9(,3,113)(•09.08) CI 1 0, 116 . 7 CFA < 5., -- - (•0© 10 4) +k- &5 o is 0.5H 7.s( P A. E QZ_ 9. .9( 18)(,c Cpz 1 c . 20 (06 CPS abb , ) j C �0.3233 0, 01,8 - v y As 5y 0 2y -0(3 4..1 Z vz 2 4. s bD 1TION �. • 1.? - U t Z MAR 0 91992 / r MANE E cv ENGINEER 0 -1 GO 0 0 0 7C > > --1 0 7° - m A " O N N r m x m m O r- N 0 9 � M om m 0 m m m 0 1) <> m r- 0 m 0 1 m 48 7042 Made in U.S.A. )70 gqaTri 9 L EU6ENE F. /rt SI�ER, . N 34r2. }< D 01 RD 0 - n 5 0 RL,14 11RD3 WA, q q 0 21 So q 4 12:7- 0120 - 7 - 9 1 . t2>?v 1:20 .6.1/4t) S S s. i n w A-e (/�� -pa ri- NO08 310N t to ot Rar 4 { 3 1C tL )t; Ul t 342;2_ 10E) 1,4 1 1 4 1 P / 2 0 ( > 7 64911124f ( . x Fuc/YLEF SEP //i T // 4 / 1 /LY /) //t /V L'/ ' iJn '7T // //)/7 r /// 1 5. 3 ea' UT /LIT /ES E;5b7s7 v7 I I rY89 °59'38" l✓ I /641.15 B9 / /D //YG' 7B9C/C ,GYE N ` 14,500 sd /7 PAC A REPLAT LOCATED SPOKANE COUNTY WASHINGTON Ci /'L G/v % � �- /Q SG', IT Y89 °39',98 "14 / /69,643 ¢500 Oa: IT /CP / rtr 11 G YLr /1i /ILL /v 0(1/ / //) ) G -13.78 i1' 89°39',18" 1"/i1'8P /%5° , AV C - /w: D /'7/7'33 /Y.09°59108/114/ L'�'D� A453 MIT /&8,14 l AYJ/LDJ/YG 739C•YL/AF /3,/72 F/ " d ° G G- /8.88 I7¢se9 L 18/' Z 0 OF PART OF TRACT IN THE SW 1 N g! o i� � /Q¢Z/ c5:4 IT I!!!!!!!!". [il ia:P e 1475" -. 1 G =31.99 `'- EA /lE/YT .347..20 _1 — - ZZ 43_ G M.50 8Z &IGYI 0. 9 ° �& rl 104,14 7 , � • �� � � D l8 R /�oZ 1�i�IBi9si% AvEN �' .V.0 R_5 7 /,/5 -A - s ° 59'10" / .B h G79. -S ; G -79.91 7:4? Y1 E Q8 2 � � g7 T 4�,OD Sal °23Gi�' �NZ/ZZIoER �o „ a= ,3 °¢3'3Q "� X82 Wm o _ Q D°37 4d D= 9?°18l0" /Dfii /LL� /G I G = / /.lB %, o DR9//Y.9 & J/llll/YG 1 iff lid EAB I YT ;`,I 7f fC //YE •, 4 7 / 9 C =4252 � /1 � '3 fT 1 fi' _ °ZDY7 ' 420,011 8. ;1�� D5� Y 0=r73�o/ .c /537 cZ o w l� �1 \ SB9°5 /'l7 "l✓ j - r G /77/ . 25' 1Q7 M / ADD 0 RP 5 "MQ9R 1�d/7l/ G,S A . /(0/98 MT FOR P1AT OF PAC6'APP/T /DJY-1//o/T&D AIIG/Je5T, /991 • 5T %2 "MBAR WIN Z,S 11/e. 28318, l'W&s$ D77/ERM ' /YQ75D • so ol/RiAC BR S/E //{' U/'/F.rVT 8P kV A 7 M V G1/T'3. 720.P DF /tia/ IFiYT //,.4T /D/Y 11/15 F /F,ID 7fl Yf,✓T B A S S di' 209R14/6 A 4 Z 2 j / R Y G Y 0 4 7 7 0 6 , g R9T OFPAaALIP/TJW T 115 OF PLAT No.4 OF WEST FARMS IRRIGATED TRACTS 114 OF THE SW 114 OF SEC. 35, T. 26N._, R 44E. , W. M. 527 tcs vh hI 45 11 89 °5Q'¢r - .S/D. 99 5. %2 / / /(J °— /Q6. //. - - 6 UT /Lrl/ZY aSEA/E/YT" ,'89°:5 '19 "6 /08.13 /54. /8 D.8Pa8%3'" 'GM 5/, (,7 5.1/#671/ 72 Of Tip, //5 ni,,, —i /J 4/ /)/:- /G / /1 / /L'Y G/ - 7- 7 /7 / ,1 i• i / /.7 // ) G / / v /' 4 // (, V C. 2i ,M 7B941r GAYE - °3/'¢3" 2 /,ate FT. & 6 v , /ywR BL G =405 /16.8V 4 /�YEDF TA //f N v 70, /Z ON. 7O. Z8 `X' //V S0771 7O, 27 a /2/ / e l O° ■ . 1.)4.,/) v cND 1 N N A 3 N i a /0;4V.5 cdl, FT, M ll� � /'1✓/1FP1/BL /G C.. Drq//Y5/C� C .sr , /AtWoI4? /7 C L )/- G ) )7". /1/89 °59'16 '1►/ h g h /741/0 N faree 0. Z'i!,,� • • THEY ";DO HEREBY DEDICATE TO PUBLIC USE FOREVER THE ROADS SHOWN WITHIN THIS PLAT. LOT 6, BLOCK 2 IS A 1 FOOT STRIP AND IS HEREBY DEDICATED TO SPOKANE COUNTY AS GENERAL COUNTY PROPERTY TO BE DEDICATED FOR ROADWAY PURPOSES AT SUCH TIME AS ROADS ARE EXTENDED AS FULL WIDTH PUBLIC RIGHT-OF-WAYS. SUBJECT TO SPECIFIC APPLICATION APPROVAL AND ISSUANCE OF PERMITS BY THE HEALTH OFFICER. EACH TRACT IS AUTHORIZED THE USE OF AN INDIVIDUAL ON -SITE SEWAGE COLLECTION SYSTEM. EACH DWELLING UNIT SHALL BE DOUBLE.PLUMBED FOR CONNECTION TO FUTURE AREA WIDE SEWER COLLECTION SYSTEM. SIDE YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT THE TIME .BUILDING PERMITS ARE REQUESTED UNLESS THESE SETBACKS ARE SPECIFICALLY DRAFTED ON THIS FINAL PLAT. THE SETBACKS INDICATED ON THIS PLAT MAYBE VARIED FROM IF PROPER ZONING APPROVALS ARE OBTAINED. THE 10 FOOT WIDE DRAINAGE EASEMENTS SHOWN HEREON, FOR THE PURPOSE OF INSTALLING, OPERATING AND MAINTAINING DRAINAGE SWALES AND DRAINAGE FACILITIES TO DISPOSE OF RUNOFF, IS HEREBY GRANTED. THE COUNTY OF SPOKANE IS HEREBY GRANTED THE RIGHT OF INGRESS AND EGRESS TQ ALL DRAINAGE EASEMENTS ADJACENT TO THE PUBLIC RIGHTS-OF- ' WAY. THE PROPERTY OWNER SHALL HALL MAINTAIN THE DRAINAGE SWALE WITH A PERMANENT LIVE COVER OF LAWN TURF, WITH OPTIONAL SHRUBBERY AND /OR N TREES, WHICH DO NOT OBSTRUCT THE FLOW AND PERCOLATION OF STORM DRAINAGE WATER IN THE DRAINAGE SWALE AS INDICATED BY THE GRADE OF ADJACENT STREETS. THE LOWEST OPENING TO A HOUSE CANNOT BE LESS THAN i FOOT ABOVE THE LOWEST TOP OF CURB ELEVATION IN FRONT OF EACH LOT AS REQUIRED BY THE °NATIONAL FLOOD INSURANCE PROGRAM." ''`s1;10 NO DRIVEWAY SHALL BE PLACED ACROSS A °208° SWALE. DEVELOPMENT WITHIN THIS SUBDIVISION SHALL CONFORM TO THE REQUIREMENTS OF '" THE NATIONAL FLOOD INSURANCE PROGRAM AND THE g SPOKANE COUNTY FLOOD ZONE ORDINANCE. PURCHASERS OF THE PROPERTY WITHIN THIS SUBDIVISION 'ARE WARNED OF POSSIBLE FLOODING OR 5 PONDING AND THE POTENTIAL REQUIREMENT TO PURCHASE FLOOD INSURANCE. THIS WARNING SHALL BE CARRIED IN EACH AND EVERY DEED DRAWN TO TRANSFER OWNERSHIP OF ANY AND ALL PROPERTY WITH THE PLAT IN THE AREA OF SPECIAL FLOOD HAZARD. THIS CONDITION IS APPLICABLE TO DRIVEWAY APPROACHES DRIVEWAYS AND PRIVATE ROADS CONSTRUCTED ON THE SITE .FOR ACCESS. Y A THE USE OF PRIVATE WELLS AND WATER SYSTEMS IS PROHIBITED.THE PUBLIC WATER S1ISTEM AS APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES AND THE LOCAL FIRE DISTRICT AND PURVEYOR WILL BE INSTALLED WITHIN THIS PLAT, AND THE SUBDIVIDER WILL PROVIDE FOR INDIVIDUAL DOMESTIC WATER SERVICE AS WELL AS FIRE PROTECTION TO EACH LOT PRIOR TO SALE OF EACH LOT AND PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. THE OWNERS, OR SUCCESSORS IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO PLACE THEIR NAMES ON A PETITION FOR THE FORMATION OF A U.L. I . D. BY PETITION METHOD PURSUANT TO RCW CHAPTER 36.94 WHICH THE PETITION INCLUDES THE OWNERS' PROPERTY AND FURTHER NOT TO ' OBJECT BY THE SIGNING OF A PROTEST PETITION AGAINST THE FORMATION OF A U.L. I . D. BY RESOLUTION METHOD PURSUANT TO RCW CHAPTER 36. 94 N ` WHICH INCLUDES THE OWNERS'PROPERTY. PROVIDED, THIS CONDITION SHALL d NOT PROHIBIT THE OWNERS OR SUCCESSORS FROM OBJECTION TO ANY N ASSESSMENTS ON THE PROPERTY AS A- RESULT OF IMPROVEMENTS CALLED FOR I N CONJUNCTION WITH THE FORMATION OF A U.L. I . D. BY EITHER PETITION OR RESOLUTION METHOD UNDER RCW CHAPTER 36.94. • DEDICATION KNOW ALL MEN BY THESE.. PRESENTS, THAT OF10 7ES7FAD CD�VOW/C77, 1 01 A . 6 1/8S.89N0 AA0 MMF HAVE CAUSED TO BE PLATTED INTO LOTS, BLOCKS AND STREETS, THE LAND SHOWN HEREON, TO BE KNOWN AS PACE 1ST ADDITION,AND BEING DESCRIBED AS FOLLOWS: THE EAST 200 FEET OF THE' WEST 480.80 'FEET OF THE NORTH HALF OF TRACT 115 OF PLAT N0.4 OF WEST FARMS IRRIGATED TRACTS,AS PER PLAT THEREOF RECORDED IN VOLUME °0° OF PLATS, PAGE 51; AND THE EAST 480.80 FEET OF THE NORTH HALF OF TRACT 115 OF PLAT NO. 4: OF WEST FARMS IRRIGATED TRACTS, AS .PER PLAT THEREOF RECORDED I N VOLUME 0° OF PLATS, PAGE 51; EXCEPT THAT PORTION LYING WITHIN PACE ADDITION, AS PER PLAT THEREOF RECORDED I N VOLUME 18 OF PLATS, PAGE 8; SITUATED IN THE COUNTY OF SPOKANE, STATE OF WASHINGTON. IN WITNESS WHEREOF THE AFORESAID OWNERS HAVE HEREUNTO SET THEIR HAND. //tWe'c57 7 CD/J/v7R//G77&4;; /A/6 ,Gwm` S KIM S. GREER� (LI A0#1 - SA GREER ACAWDWCED65/15f TS STATE OF WASHINGTON) COUNTY OF SPOKANE ) SS ON THIS J)AY OF , i992, BEFORE ME,.PERSONALLY APPEARED!' - ;: , ' . 7AP lArA/.ti71 T/ /e , OF 7, / :- CDi4ilWZDV. THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT FOR THE CORPORATION. IN WITNESS WHEREOF I HAVE HE N REU TO SET E MY HAND AND AFFIXED MY SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. k „ , ,31v tlu • NOTARY PUBLIC [NAND FOR THE STATE OF WASHINGTON RESIDING AT: tr- STATE OF WASHINGTON) COUNTY OF SPOKANE ) SS j � Ov suLlq %XII Re4WAELY ON T H I S - DAY OF M 4010-vv + , ia92, BEFORE ME PERSONALLY APPEARED K I M S. GREEK AND L I S A D. GREEK, HUSBAND AND WIFE, KNOWN TO ME TO BE THE INDIVIDUALS THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT OF SAID INDIVIDUALS FOR THE USES AND PURPOSES THEREIN MENTIONED. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. k Yr RESIDING AT: NOTARY PU TO IN FOR THE STATE OF WASHINGTON G 0 AUDITOR' S C E R T I F I C A T E FILED FOR RECORD THIS \(O DAY OF 1 L r 19 AT `�9 AM. I N BOOK g 1 OF AT PAGE , AT THE REDDEST OF APPROVALS SPOKANE COUNTY ENGINEER: EXAMINED AND APPROVED THIS DAY OF �• 199 a Via, SPOKANF COUNTY 1 1 1 1 1 I T I FS: EXAMINED AND APPROVED THIS 7? DAY OF SPOKANE. COUNTY PLANNING DEPARTMENT: N EXAMINED AND APPROVED THIS /4 DAY OF 61.43 6_1 i SPOKANE COUNTY - TREASURER: I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND BECOME CHARGEABLE AGAINST THE LAND SHOWN WITHIN THIS PLAT HAVE BEEN FULLY PAID ON THIS ire AY OF DIRECTOR OF SPOKANE COUNTY HEALTH DISTRICT: EXAMINED AND APPROVED THIS / DAY OF P 9 A4 3ra6,: &1i i€ij .s - 12 u • COUNT AUD SPOK "E COUNTY ENGINEER NTY PLANN I N DEPT. DIRECTOR, C UTILITIES 1993 .te SPOKANE COUNTY ASSESSOR: EXAMINED AND APPROVED THIS / DAY OF , 199 SPOKANE COUNTY ASSES R' SPOKANE Cl • COUNTY HEALTH DISTRICT, CHAIRMAN, COUNTY ,x993 ' FFICER SPOKANE COUNTY COMMISSIONERS: THIS PLAT WAS EXAMINED AND APPROVED BY THE COMMISSIONERS OF SPOKANE COUNTY ON THIS /4g DAY OF :F 1993 COMMISSIONER S U R V E Y O R ' S C E R T I F I C A T E:' THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNTY SUBDIVISION ORDINANCE. 6 'y8` K , HER I NE F. "COGG I N, ; ! . S. No. 22328 DATE 121.0